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Rodizio Grill-2375 E. 116th-DRAWINGS-20161101-bid permit.pdf
ADJH COVER PAGE& DRAWING INDEXA0.01ARCHITECTS PLUS, INC.10816 MILLINGTON CT.CINCINNATI, OHIO 45242PHONE: 513-984-1070FAX: 513-984-1089MEP DESIGNERAPPROVALS(SUBMITTED AND APPROVED,DATE AND DESCRIPTION)1.THE 2014 EDITION OF THE INDIANA BUILDING CODE SHALL BE CONSIDERED AS PART OF THESECONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OFCONSTRUCTION WITH APPLICABLE CODES AND REGULATIONS AND ALL AUTHORITIES OF JURISDICTION.2.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICT OR DISCREPANCYBETWEEN THESE DRAWINGS AND APPLICABLE CODE OR REGULATION FOR CLARIFICATION.3.EXCEPT WHERE THE CONSTRUCTION DOCUMENTS AND/OR CODE REGULATION INCLUDE MORESTRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY STANDARDS SHALL BE THE REQUIREDREFERENCE STANDARDS FOR THIS PROJECT. SUCH STANDARDS SHALL BE THAT STANDARD WHICH IS INEFFECT AT THE CONTRACT EXECUTION DATE.4.ALL CONTRACTORS CONTRIBUTING MATERIAL, LABOR OR OTHER SPECIAL CONTRIBUTION TO THECONSTRUCTION PROJECT SHALL BE SKILLED AND EXPERIENCED IN THE SPECIFIC CRAFT, TRADE ORSPECIALTY FOR WHICH THEY ARE ENGAGED. EXPERIENCED SHALL MEAN HAVING A MINIMUM OF THREEPREVIOUS PROJECTS SIMILAR IN SIZE AND SCOPE TO THIS PROJECT, BEING FAMILIAR WITH THE SPECIALREQUIREMENTS AND HAVING COMPLIED WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTIONAND HAVING COMPLETED APPROPRIATE LICENSING AND CERTIFICATION5.REQUIREMENTS TO PERFORM THIS WORK. CONTRACTORS SHALL USE AN ADEQUATE NUMBER OF SKILLED,TRAINED AND EXPERIENCED WORKMEN NEEDED FOR PROPER PERFORMANCE OF THE WORK.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OF EXISTING CONDITIONS AS REQUIREDFOR BIDDING AND CONSTRUCTION PURPOSES. ALL EXISTING CONDITIONS SHOWN IN THESE DRAWINGSWERE PREPARED FROM EXISTING DOCUMENTS, ON-SITE MEASUREMENTS AND OBSERVATIONS. ALLDIMENSIONS SHOULD BE CONSIDERED PLUS OR MINUS AND VERIFIED IN THE FIELD FOR ACTUALCONDITIONS.7.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, AND INSPECTIONS BY AUTHORITIES OF JURISDICTIONREQUIRED FOR THE EXECUTION OF THE WORK, U.N.O..8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL CONSTRUCTION AND EQUIPMENT FORTHE DURATION OF CONSTRUCTION. PROTECT ADJACENT CONSTRUCTION. PATCH/REPAIR/REPLACEAREAS OR EQUIPMENT WHERE DISTURBED BY CONSTRUCTION.9.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER, SAFE, ADEQUATE DESIGN AND CONSTRUCTIONOF ALL TEMPORARY SHORING AND CONSTRUCTION.10.PROVIDE TEMPORARY SECURITY & WEATHER BARRICADES OR OTHER NECESSARY PROTECTION AROUNDOPEN EXCAVATIONS AND AROUND CONSTRUCTION AREA. CONTRACTOR SHALL MAINTAIN A JOB SITESAFETY PROGRAM FOR ALL AREAS UNDER HIS CONTROL.11.CONTRACTOR SHALL KEEP THE WORK AREA IN A NEAT AND ORDERLY CONDITION. PROVIDE TRASHCONTAINERS IN THE WORK AREA AND EMPTY ON A REGULAR BASIS. PROVIDE A GENERAL CLEANUP ATTHE END OF EACH WORKDAY.12.CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION RELATED DEBRIS IN A SAFE AND LEGAL MANNER.13.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF EXISTING & NEW WORK FROM VANDALISMDURING THE CONSTRUCTION PERIOD. WORK THAT HAS BEEN VANDALIZED WILL BE REMOVED ANDREPLACED AT NO COST TO THE OWNER.14.PRIOR TO STARTING WORK CONTRACTOR SHALL DEVELOP A DETAILED CONSTRUCTION SCHEDULE FORREVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE. SCHEDULE SHALL IDENTIFY WORK SCHEDULEWITH MILESTONE DATES, TYPICAL HOURS/DAYS OF WORK ACTIVITY, STAGING AREA AND ACCESSREQUIREMENTS AND OWNER RESPONSIBILITY REQUIREMENTS.15.PRIOR TO STARTING WORK CONTRACTOR SHALL SURVEY AND IDENTIFY ALL EXISTING SITE UITILITIES. ALLUTILITIES SUPPLYING ADJACENT BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTIONPERIOD. ANY REQMT. FOR TEMPORARY DISCONNECTION OF ANY UTILITY SHALL BE FIRST REVIEWED &APPROVED BY OWNER & LOCAL CODE AUTHORITY.16.ALL SPRINKLER & FIRE DETECTION/ALARM SYSTEM WORK TO COMPLY w/ REQMTS. OF APPLICABLE NFPAREGULATIONS. INDIANA CERTIFIED DESIGNER SHALL PREPARE DESIGN DOCUMENTS FOR ALL SYS.ALTERATIONS AND SUBMIT APPLICATION & DOCUMENTATION TO LOCAL CODE AUTHORITY FOR PERMITREVIEW.XXXXXXNAMEROOMBUILDING DEPARTMENT:CITY OF CARMELBUILDING AND CODE SERVICES1 CIVIC SQUARECARMEL, IN 46032PHONE: 317.571.2417ARCHITECTPROJECT DESCRIPTION:INTERIOR RENOVATION TO EXISTING RESTAURANT FOR USE BY NEW OWNERAPPLICABLE CODE:INDIANA BUILDING CODE (2014)ACCESSIBILITY STANDARD:ANSI / ICC A117.1 (2009)ENERGY CODE:2010 INDIANA ENERGY CONSERVATION CODEPERMIT APPLICATIONS:BUILDINGTHIS APPLICATIONFIRE ALARM SYSTEMSEPARATE APPLICATIONFIRE SPRINKLER SYSTEMSEPARATE APPLICATIONUSE GROUP:CURRENT A-2 / PROPOSED UNCHANGEDCONSTRUCTION TYPE:CURRENT: V-B PROPOSED: UNCHANGEDOCCUPANT LOAD:USES.F.LOAD FACTORLOADKITCHEN (EMPLOY)1,5012007BAR (EMPLOY)2962001DINING (PATRONS)3,65515243BAR (PATRONS)5271535WAITING (PATRONS)288741TOTAL 327FIRE PROTECTION:FULLY SPRINKLED PER NPFA 13FIRE ALARM SYSTEM:PROVIDED WHERE REQUIRED PER SECTION 907.2.1.HEIGHT & AREA:TABULAR HEIGHT (TABLE 503):2-STORYACTUAL HEIGHT: 1-STORY, UNCHANGEDTABULAR AREA (TABLE 503):6,000 SFSPRINKLER INCREASE (300%)18,000 SFALLOWABLE AREA:24,000 SFACTUAL AREA: 6,030 SF, UNCHANGEDREQUIRED FIRE RESISTANCE:CORRIDORS:0-HR(TABLE 601)STRUCTURAL FRAME:0-HRBEARING WALLSEXTERIOR:0-HRINTERIOR:0-HRNON-BEARING WALLS:0-HRFLOOR CONSTRUCTION:0-HRROOF CONSTRUCTION:0-HRMEANS OF EGRESS:TRAVEL DISTANCE, MAXIMUM ALLOWED:250'TRAVEL DISTANCE, ACTUAL MAXIMUM:82'COMMON PATH OF TRAVEL75' MAXCOMMON PATH OF TRAVEL, ACTUAL MAXIMUM:27'-0"MINIMUM CORRIDOR WIDTH:44"MINIMUM CORRIDOR WIDTH ACTUAL:53"PLUMBING FIXTURES:MEN'S FIXTURES REQUIRED:1 PER 75160/75 = 2.13MEN'S FIXTURES PROVIDED: TOILETS:2URINALS:2WOMEN'S FIXTURES REQUIRED: 1 PER 75160/75 = 2.13WOMEN'S FIXTURES PROVIDED:TOILETS:4MEN'S LAVATORIES REQUIRED:1 PER 200160/200 = 1MEN'S LAVATORIES PROVIDED:2WOMEN'S LAVATORIES REQUIRED:1/200160/200 =1WOMEN'S LAVATORIES PROVIDED:2SERVICE SINK PROVIDED:YES (EXISTING)INTERIOR FINISHES:ALL FLOOR AND WALL FINISHES TO COMPLY WITH NFPA 253 AND ASTM E 84.MINIMUM CLASS OF FINISHES PER TABLE 803.9 SHALL BE:EXIT PASSAGEWAYS AND EXIT ENCLOSURES:BCORRIDORS:BROOMS AND ENCLOSED SPACES:CABANCHOR BOLTABVABOVEA/CAIR CONDITIONINGACCACCESSIBLE ACMALUMINUM COMPOSITE MATERIALACTACOUSTICAL CEILING TILEADAAMERICANS WITH DISABILITIES ACTADJADJACENTADJUSTADJUSTABLEAFFABOVE FINISHED FLOORALALUMINUMALTALTERNATIVEAPCACOUSTICAL PANEL CEILING (EXPOSEDSUSPENSION SYSTEM)APPROXAPPROXIMATEARCHARCHITECT(URAL)ARGABUSE RESISTANT GYPSUMASFABOVE SUBFLOORATCACOUSTICAL TILE CEILING (CONCEALEDSUSPENSION SYSTEM)AVAUDIO/VISUALAVGAVERAGEB/BOTTOMBBBLIND BASEBDBOARDBLDGBUILDINGBMBEAMBOTBOTTOMBRGBEARINGBSBACKSPLASHBTMBOTTOMCACARPETCATVCABLE TELEVISIONCIRCCIRCLE/CIRCULARCFMFCOLD FORMED METAL FRAMINGCJCONTROL JOINTCLCENTERLINECLGCEILINGCLOCLOSET CLOSCLOSETCLRCLEARCMUCONCRETE MASONRY UNITCOCARBON MONOXIDE DETECTORCOLCOLUMNCONCCONCRETECONSTCONSTRUCTIONCONTCONTINUOUSCORRCORRIDORCPTCARPETCSMUCALCIUM SILICATE MASONRY UNITCTCERAMIC TILECWCURTAINWALLD DEEP/DEPTH OR CLOTHES DRYERDBDRAWER BASEDBLDOUBLEDEPTDEPARTMENTDET/DTLDETAILDFDRINKING FOUNTAINDIA DIAMETERDIMDIMENSIONDISPDISPENSER OR GARBAGE DISPOSALDIV DIVISIONDNDOWNDP DEEP/DEPTHDRDOORDRW DRAWERDSDOWNSPOUTDW DISHWASHERDWGDRAWINGEAEACHEIFS EXTERIOR INSULATION FINISHING SYSTEMEJEXPANSION JOINTELELEVATIONELEC ELECTRICELECTELECTRICELEVELEVATOR OR ELEVATIONENGENGINEEREQEQUALEQUIPEQUIPMENTEWEACH WAYEXH EXHAUSTEXISTEXISTINGEXTEXTERIOREXTNEXTENSIONFDFLOOR DRAINFDN FOUNDATIONFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFF FINISH FLOORFHCFIRE HOSE CABINETFINFINISHFLFLOORFLRFLOORFRGFIBER REINFORCED GYPSUMFRPFIBER REINFORCED POLYMERFRZRFREEZERFT FEET/FOOTFTGFOOTINGFURNFURNACE OR FURNITUREFZR FREEZERGA GAUGEGALV GALVANIZEDGBGRAB BARGCGENERAL CONTRACTORGFRG GLASS FIBER REINFORCED GYPSUMGLGLASS OR GLAZINGGMGGLASS-MAT GYPSUM SHEATHING (DENSGLAS)GWBGYPSUM WALL BOARDGYP GYPSUMH HIGHHBHOSE BIBBHDWHARDWAREHDWDHARDWOODHCHOLLOW COREHCWDHOLLOW CORE WOOD DOORHGTHEIGHTHMHOLLOW METALHMDHOLLOW METAL DOORHORIZHORIZONTALHRHOURHRDWHARDWAREHTHEIGHTHTGHEATINGHVACHEATING/VENTILATION/AIR CONDITIONINGHWDHARDWOODIDINSIDE DIAMETERIIC IMPACT INSULATION CLASSININCHINCLINCLUDINGINSULINSULATIONINTINTERIORIRGIMPACT RESISTANT GYPSUMJANJANITORJSTJOISTJTJOINTKITKITCHENL LONG/LENGTHLAMLAMINATELAV LAVATORYLBPOUNDLGMF LIGHT GAUGE METAL FRAMINGLLLIVE LOADLLVLONG LEG VERTICALLVLLAMINATED VENEER LUMBERMAGMAGNETICMASMASONRYMAXMAXIMUMMAT'LMATERIALMDFMEDIUM DENSITY FIBERBOARDMDOMEDIUM DENSITY OVERLAYMECHMECHANICALMEPMECHANICAL/ ELECTRICAL/ PLUMBINGMFG MANUFACTURERMFRMANUFACTURERMIMIRROR IMAGEMINMINIMUMMISCMISCELLANEOUSMO MASONRY OPENINGMTLMETALMW MICROWAVE OVENMWOMICROWAVE OVENN/ANOT APPLICABLENICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEO/AOVERALLO/OOUT TO OUTOCON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPNGOPENINGOPP OPPOSITEOSB ORIENTED STRAND BOARDPC PRECASTPL PROPERTY LINE OR PLASTICPLAM PLASTIC LAMINATEPLASPLASTICPLYWDPLYWOODPNL PANELPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPT PRESSURE TREATED OR PAINT PTD PAINTEDPVC POLYVINYLCHLORIDEPW PLYWOODR RADIUS OR RISERRADRADIUS OR RADIATORRDROOF DRAINRE REFERENCE/REFER TOREFREFRIGERATORREINFREINFORCE/REINFORCINGREQ'DREQUIREDREV REVISION/REVISEDRMROOMROROUGH OPENINGROW RIGHT OF WAYS/RSHELF/RODSB SINK BASESCSOLID CORESCWDSOLID CORE WOOD DOORSDSMOKE DETECTORSF SQUARE FEET/SQUARE FOOTSHLVSHELVESSHTSHEETSHTG SHEATHINGSIMSIMILARSOGSLAB ON GRADESQ SQUARESS STAINLESS STEEL OR SOLID SURFACINGSSTLSTAINLESS STEELSTSTAIN/STAINEDSTCSOUND TRANSMISSION CLASSSTDSTANDARDSTLSTEELSTOSTORAGESTORSTORAGESTRLSTRUCTURALSTRUCTSTRUCTURALSW SWITCHT TREAD OR THICKT/TOPTBDTO BE DETERMINEDTELTELEPHONETHKTHICKTME TO MATCH EXISTINGTOCTOP OF CONCRETETOFTOP OF FOOTINGTOMTOP OF MASONRYTOSTOP OF STEELTOWTOP OF WALLTVTELEVISIONTYPTYPICALUCUPPER CABINET OR UNDER COUNTER OR UNDERCABINETULUNDERWRITERS LABORATORIESUNOUNLESS NOTED OTHERWISEVBVAPOR BARRIER OR VINYL BASEVCTVINYL COMPOSITION TILEVERTVERTICALVIF VERIFY IN FIELDVRVAPOR RETARDERWWIDE/WIDTH OR CLOTHES WASHERW/WITHW/OWITHOUTWDWOODWHWATER HEATERWICWALK-IN COOLERWIF WALK-IN FREEZERWWFWELDED WIRE FABRICYD YARD09/26/2016: FOR PERMIT / BID ISSUEARCHITECTURALA0.01COVER & DRAWING INDEXA0.02LIFESAFETY PLANA1.01DEMOLITION PLANA1.02 DEMOLITION CEILING PLANA2.01FLOOR PLANA3.01REFLECTED CEILING PLANA3.02CEILING PLAN DETAILSA5.01DOOR SCHEDULE WALL TYPES & DETAILSA7.01FINISH PLANA8.01INTERIOR ELEVATIONS AND DETAILSA8.02INTERIOR ELEVATIONS AND DETAILSA8.10BAR ELEVATIONS AND DETAILSA9.01RESTROOM ELEVATIONS AND DETAILSA10.01 FURNITURE PLANFOOD SERVICEFS-1FOOD SERVICE DEMO / FRAMINGFS-2FOOD SERVICE FLOOR PLANFS-3FOOD SERVICE EQUIPMENT SCHEDULEFS-4FOOD SERVICE ELECTRICALFS-5FOOD SERVICE PLUMBINGMEPM0.1MECHANICAL GENERAL NOTESM1.1MECHANICAL SCHEDULESM2.1HVAC FLOOR PLANM2.2HVAC ROOF PLANM3.1PLUMBING DRAINAGE PLANM3.2PLUMBING PIPING AND GAS PLANM4.1MECHANICAL SPECIFICATIONSM4.2MECHANICAL SPECIFICATIONSE0.1ELECTRICAL DETAILSE1.1ELECTRICAL ONE-LINE DIAGRAME1.2ELECTRICAL PANEL SCHEDULESE2.1ELECTRICAL DEMOLITION PLANE3.1ELECTRICAL LIGHTING PLANE3.2ELECTRICAL POWER PLANE3.3ELECTRICAL HVAC ROOF POWER PLANE4.1ENLARGED ELECTRICAL PLANSE5.1ELECTRICAL SPECIFICATIONSISSUED DRAWINGINTERIOR RENOVATION FOR:RODIZIO GRILL2375 EAST 116TH STCARMEL, IN 46032PROJECT SITEDETAIL NUMBERDRAWING LOCATION NUMBERARROW INDICATES ELEVATIONOR BUILDING SECTIONELEVATION TOP OF MATERIALOR AS NOTEDDOOR NUMBEROR WINDOW NUMBERROOM NAMEROOM NUMBERTHORSON BAKER + ASSOCIATES3030 W. STREETSBORO RD.RICHFIELD, OH 44286PHONE: 330.659.6688FAX: 330.659.6675ABBREVIATIONSSCOPE OF WORK & CODE ANALYSISPROJECT TEAMVICINITY MAPGENERAL NOTESSUBMITTALSLEGENDDRAWING INDEXAX.XXAX.XXCOPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:29 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0001_Cover and Index.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 C I N C I N N A T I, O H 4 52 4 2 5 1 3 .9 8 4 .1 07 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016APPROVALS(SUBMITTED AND APPROVED,DATE AND DESCRIPTION)HEALTH DEPARTMENT:HAMILTON COUNTYHEALTH DEPARTMENT18030A FOUNDATION DR.NOBELSVILLE, IN 46060PHONE: 317.776.8500APPROVALS(SUBMITTED AND APPROVED,DATE AND DESCRIPTION)OTHER:INDIANA DEPT OF HOMELAND SECURITY302 W. WASHINGTON ST.SUITE E-245INDIANAPOLIS, IN 46204PHONE: 317.232.6422OWNERCLEARWATER HOSPITALITY11285 GROOMS ROADCINCINNATI, OHIO 45242PHONE: 513-488-1986KITCHEN EQUIPMENTZESCO PRODUCTSARNOLD GUTTSTEINPHONE: 937.238.073711/01/2016: PERMIT / BID REISSUE NORTHLIFE SAFETY EGRESS PLAN1/4"=1'-0"1A0.0291'78'34' 36'LIFE SAFETY PLAN LEGENDEXIT LOCATIONGENERAL NOTES69'EGRESS PATHXX'-X"TRAVEL DISTANCEFECFEBNEW FULLY RECESSED FIRE EXTINGUISHERCABINET LOCATION - MAX TRAVEL DISTANCEBETWEEN FIRE EXTINGUISHERS IS 75'-0" PER NFPA10. FINAL LOCATIONS TO BE CONFIRMED ANDAPPROVED BY LOCAL FIRE MARSHALL.NEW CLASS K FIRE EXTINGUISHER ON BRACKET.FINAL LOCATION TO BE CONFIRMED ANDAPPROVED BY LOCAL FIRE MARSHALL.FEBFECFECFECA.REFER TO SHEET 0.01 FOR REMAINING SCOPE OF WORK AND CODEANALYSIS INFORMATION.B.MIN EGRESS PATH WIDTH TO BE 42" FOR AISLES HAVING SEATING ONBOTH SIDES. THIS CAN BE REDUCED TO 36" IF THE AISLE SERVES LESS THAN50 SEATS AND CAN BE REDUCES TO 30" WHERE THE AISLE DOES NOTSERVE MORE THAN 14 SEATS.C.MIN EGRESS PATH WIDTH TO BE 36" FOR AISLES HAVING SEATING ONONLY ONE SIDE OF THE AISLE. THIS CAN BE REDUCED TO 30" IF THE AISLESERVES LESS THAN 14 SEATS.D.WHERE SEATING IS LOCATED AT A TABLE OR COUNTER AND IS ADJACENTTO AN AISLE OR AISLE ACCESSWAY, THE MEASUREMENT OF REQUIREDCLEAR WIDTH OF THE AISLE OR AISLE ACCESSWAY SHALL BE MADE TO ALINE 19 INCHES AWAY FROM AND PARALLEL TO THE EDGE OF THE TABLEOR COUNTER.E.CONTRACTOR TO CONFIRM THAT ALL EXISTING EGRESS DOORHARDWARE TO REMAIN IS FULLY ACCESSIBLE AND FUNCTIONINGPROPERLY.ADJHLIFESAFETY PLANA0.02COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:09 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0002_Lifesafety plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 NORTHDEMOLITION PLAN1/4"=1'-0"1A1.01DEMO KEYNOTESXDEMO GENERAL NOTES1.EXISTING STAINED CONCRETE FLOOR TO REMAIN. GRIND, REPAIR ANDPATCH AS NECESSARY TO CREATE UNIFORM FINISH TO MATCH EXISTING.2.EXISTING QUARRY TILE FLOOR TO REMAIN. REPLACE ANY DAMAGEDTILES WITH NEW TO MATCH EXISTING.3.REMOVE EXISTING BAR COUNTERTOP THROUGHOUT AND PORTION OFPARTIAL HEIGHT WALL BELOW (NOT HATCHED).4.REMOVE EXISTING STAINLESS STEEL COUNTER AND SHELVING.5.REMOVE EXISTING BOOTH SEATING AND ALL ASSOCIATED HARDWARE.SALVAGE FOR REFINISHING AND RELOCATION.6.PORTION OF EXISTING PARTIAL HEIGHT BAR WALL TO REMAIN (HATCHED).REFER TO DRAWING 2.01 FOR EXTENTS.7.REMOVE EXISTING MILLWORK AND FAUX COLUMNS AS OCCUR. EXISTINGSTRUCTURAL COLUMNS WITHIN TO REMAIN.8.REMOVE EXISTING PLATFORM AND ASSOCIATED BOOTH SEATING. THISPLATFORM IS ASSUMED TO BE WOOD FRAMED BUILT ON EXISTINGCONCRETE FLOOR WHICH IS TO REMAIN. NOTIFY ARCHITECT IFPLATFORM CONSTRUCTION IS DIFFERENT THAN NOTED PRIOR TODISPOSAL OF FURNITURE.9.REMOVE EXISTING RADIANT HEATER IN VESTIBULE. REPLACE WITH NEW.SEE MECHANICAL DRAWINGS10.REMOVE EXISTING FIRE OVEN AND ASSOCIATED FLUE TO ABOVE CEILING.PATCH ROOF, FLOOR, AND CEILING AS REQUIRED TO MATCH ADJACENTSURFACES.11.REMOVE DASHED PORTION OF SELECT EXISTING GYP BD PARTITION.12.NOT USED.13.TOILET AND GRAB BARS TO REMAIN. VERIFY EXISTING MEETS CURRENTACCESSIBILITY REQUIREMENTS. NOTIFY ARCHITECT IF DISCREPANCIES.14.REMOVE CONCRETE FLOOR FROM ENTRY VESTIBULE. PREP FORINSTALLATION OF NEW CONCRETE FLOOR TO MATCH EXISTING.15.REMOVE EXISTING PARTIAL HEIGHT WALL AND DECORATIVE RAIL SYSTEM.16.REMOVE EXISTING FURNITURE THROUGHOUT, U.N.O.17.NOT USED.18.REMOVE FIRE ALARM/SECURITY SYSTEM AS INDICATED ON THEELECTRICAL DRAWINGS. G.C. TO COORDINATE NEW FIRE ALARM DESIGNAND SECURITY SYSTEM. REMOVE ALL EXISTING SHELVING ANDCASEWORK, PATCH AND REPAIR WALLS AS NECESSARY.19.REMOVE ALL EXISTING TOILET ROOM ACCESSORIES UNO.20.REMOVE EXISTING SINKS AND COUNTERTOP. ALL OTHER EXISTING TOILETFIXTURES TO REMAIN.21.REMOVE PORTION OF EXISTING EXTERIOR SIDEWALK WITHIN DASHEDLINES.22.EXISTING FINISHES TO REMAIN, PROTECT AND PATCH AS NECESSARY.23.EXISTING DOOR TO REMAIN, REMOVE ANY GRAPHICS.24.REFER TO FOOD SERVICE DRAWING FOR EXISTING EQUIPMENT TOSALVAGE FOR REUSE.25.EXISTING MILLWORK TO REMAIN, PROTECT AS NECESSARY.26.REMOVE EXISTING WINDOW TREATMENTS/BLINDS. TYPICAL.27.REMOVE EXISTING BASE TRIM ABOVE PLATFORM AND SALVAGE FORREUSE.28.NOT USED.29.REMOVE MASONRY VENEER AND ASSOCIATED DECORATIVE TRIM.A.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOBAND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT,OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLYWITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONSRELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.B.THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THEENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISHANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALLGENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.C.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING ORDEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITHTHEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENTSUPPORT STRUCTURES.D.WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING ISREMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEENEXISTING CONDITIONS AND NEW WORK.E.COORDINATE ANY SYSTEMS SHUTDOWNS WITH OWNER.F.EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCHAND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAYBE DISTURBED DURING INSTALLATION OF NEW WORK.G.IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH AREREMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSEDOF BY THE G.C.H.ANY EXISTING DOORS AND FRAMES, TO REMAIN UNLESS NOTEDOTHERWISE ON PLANS, REFER TO DOOR SCHEDULE.I.EXISTING RECEPTACLES, TO REMAIN UNLESS NOTED OTHERWISE ONPLANS, REFER TO ELECTRICAL DRAWINGS.J.REMOVE ALL EXISTING LOOSE DECOR THROUGHOUT SPACE.K.REMOVE ALL EXISTING LIGHT FIXTURES. ALL ASSOCIATED JUNCTIONBOXES TO REMAIN FOR NEW LIGHTING INSTALLATION, REFER TOELECTRICAL DRAWINGS.L.EXISTING WOOD TRIM, PANELING AND WAINSCOTING TO REMAIN.SAND AND PREP FOR NEW FINISH. SEE FINISH SCHEDULE.M.PROVIDE TRENCHING AS REQUIRED FOR NEW KITCHEN EQUIPMENT.COORDINATE WITH KITCHEN EQUIPMENT DRAWINGS.N.REMOVE ALL EXISTING KITCHEN EQUIPMENT. COORDINATE ANY PIECESTO BE SALVAGED AND REUSED WITH KITCHEN EQUIPMENT DRAWINGS.RETURN ANY UNUSED PIECES TO OWNER.7'-0"14'-6"2345578111991011111111111411515151820201919726TYP26TYP7726TYP162424222422224222247131311623232323232323232329292929292723232337771177777767555711'-0"2121217711MBJHDEMOLITION PLANA1.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:08 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0101_Demolition Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 NORTHDEMOLITION CEILING PLAN1/4"=1'-0"1A1.02111DEMO GENERAL NOTESA.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOBAND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT,OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLYWITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONSRELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.B.THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THEENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISHANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALLGENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.C.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING ORDEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITHTHEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENTSUPPORT STRUCTURES.D.WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING ISREMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEENEXISTING CONDITIONS AND NEW WORK.E.COORDINATE ANY SYSTEMS SHUTDOWNS WITH OWNER.F.EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCHAND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAYBE DISTURBED DURING INSTALLATION OF NEW WORK.G.IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH AREREMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSEDOF BY THE G.C.H.ANY EXISTING DOORS AND FRAMES, TO REMAIN UNLESS NOTEDOTHERWISE ON PLANS, REFER TO DOOR SCHEDULE.I.EXISTING RECEPTACLES, TO REMAIN UNLESS NOTED OTHERWISE ONPLANS, REFER TO ELECTRICAL DRAWINGS.J.REMOVE ALL EXISTING LOOSE DECOR THROUGHOUT SPACE.K.REMOVE ALL EXISTING LIGHT FIXTURES. ALL ASSOCIATED JUNCTIONBOXES TO REMAIN FOR NEW LIGHTING INSTALLATION, REFER TOELECTRICAL DRAWINGS.L.EXISTING WOOD TRIM, PANELING AND WAINSCOTING TO REMAIN.SAND AND PREP FOR NEW FINISH. SEE FINISH SCHEDULE.M.PROVIDE TRENCHING AS REQUIRED FOR NEW KITCHEN EQUIPMENT.COORDINATE WITH KITCHEN EQUIPMENT DRAWINGS.N.REMOVE ALL EXISTING KITCHEN EQUIPMENT. COORDINATE ANY PIECESTO BE SALVAGED AND REUSED WITH KITCHEN EQUIPMENT DRAWINGS.RETURN ANY UNUSED PIECES TO OWNER.DEMO KEYNOTESX1.REMOVE EXISTING HOOD. CAP ASSOCIATED FLUE AND DUCTWORK ATAND ABOVE CEILING, AND AT ROOF. PATCH AND REPAIR CEILING TOMATCH EXISTING ADJACENT SURFACES.2.REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT SPACE. EXISTINGJ-BOX TO REMAIN FOR INSTALLATION OF FUTURE NEW LIGHT FIXTURES.3.REMOVE LIGHT FIXTURES AT CEILING RECESS.4.REMOVE DECORATIVE LIGHTING. CEILING ELEMENT TO REMAIN.5.REMOVE EXISTING CEILING TILE. EXISTING CEILING GRID TO REMAIN.6.REMOVE FAUX WOOD BEAMS. SEE DEMOLITION DETAILS 2/A1.03 AND13/A1.037.REMOVE DECORATIVE WOOD POST AND BEAM STRUCTURE. SEEDEMOLITION DETAIL 10/A1.038.REMOVE LIGHTING AND INFILL WITH GYP. MATCH TO FINISH.9.REMOVE EXISTING FAUX COLUMNS AND ARCHES THROUGHOUT.STRUCTURAL COLUMNS WITHIN TO REMAIN AS OCCUR. TYPICAL.10.REMOVE EXISTING FIRE OVEN AND ASSOCIATED FLUE TO ABOVE CEILING.PATCH ROOF, FLOOR, AND CEILING AS REQUIRED TO MATCH ADJACENTSURFACES.11.EXISTING EXHAUST HOOD TO REMAIN. CLEAN, PATCH AND COORDINATEUPDATE WITH HOOD CONTRACTOR.12.SELECTIVELY REMOVE CEILING GRID AS REQUIRED TO REMOVE AREA OFNEW CONSTRUCTION.13.EXISTING DUCTWORK AND DIFFUSERS TO REMAIN.14.LIGHT FIXTURES TO BE REMOVED FROM EXISTING CEILING SYSTEM. NEWFIXTURE TO BE REPLACED IN SAME LOCATIONS.15.EXISTING GWB CEILING TO REMAIN AT HATCHED AREA. REFER TOCEILING PLAN.16.REMOVE ALL EXISTING LIGHT FIXTURES, GYP BD CEILINGS ANDASSOCIATED FRAMING IN AREAS GYP BD CEILING IS NOT SHOWN TOREMAIN.42263775888881325131314131413213251121321321363TYP1210123SIMSIM49TYP662132131413131413141311151515151515O.HATCH INDICATES EXTENT OF EXISTING GYP BD CEILING TO REMAIN.16161616169MBMHDEMOLITION CEILING PLANA1.02COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 3:08 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0102_Demolition Ceiling Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 NORTHOVERALL CONSTRUCTION PLAN1/4"=1'-0"1A2.01KEYNOTESX10A8.019'-8" +/-GENERAL NOTESA.G.C. SHALL SUPPLY AND INSTALL SHEET METAL BLOCKING IN ALL NEWWALLS AS REQUIRED, COORDINATE WITH MILLWORK CONTRACTOR.B.PROVIDE EXPANSION BETWEEN ALL NEW WALLS AND THE EXISTINGROOF STRUCTURE ABOVE.C.G.C. TO PATCH/REPAIR ALL SURFACES (WALLS, FLOOR, CEILING, ETC.)AFFECTED BY DEMOLITION WORK.D.TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS TO BE SMOOTHAND FLUSH.E.ALL FINISH MATERIALS SHALL BE INSTALLED PER MANUFACTURER'SSTANDARD DETAILS AND SPECIFICATIONS.F.PROTECT ALL FLOORING AFTER INSTALLATION UP TO TURNOVER -CLEANING OF TILES, GROUT, ETC. THE RESPONSIBILITY OF G.C.G.G.C. TO PROVIDE A LEVEL 4 GYP. BD. FINISH ON ALL NEW WALLS.H.DIMENSIONS ARE TO FACE OF GYP BD.1A9.01141.EXISTING MOP SINK TO REMAIN2.CLEAN, PREP AND PAINT EXISTING STEEL COLUMN - PT-2.3.NEW METAL RAILING ON NEW PARTIAL HEIGHT PARTITION. SEE DETAIL2/A5.01. SPACE EQUAL SIZED PANELS EVENLY ON TOP OF PARTITION.4.EXISTING PARTIAL HEIGHT WALL AND CONCRETE CURB TO REMAIN ONPORTION OF BAR TO REMAIN. REFINISH EXISTING PARTITION PER SHEET8.10.5.NEW 3X3X14" STEEL TUBE REINFORCEMENT FOR PARTIAL HEIGHT WALL.ANCHOR STEEL TUBE WITH 6X6 ANGLE MECHANICALLY FASTENED INTOTHE SLAB WITH STAGGERED CONCRETE ANCHORS. PROVIDE THROUGHBOLT CONNECTION TO STEEL TUBE. CONCEAL STEEL TUBE AND ANGLEWITHIN WALL CAVITY. SEE DETAIL 6/A5.01.6.PROPOSED SAFE LOCATION. CONFIRM FINAL LOCATION WITH OWNER.ANCHOR TO FLOOR PER MANUFACTURERS RECOMMENDATIONS.7.NEW GRANITE COUNTERTOP8.INSTALL NEW CONCRETE SIDEWALK IN AREA SHOWN HATCHED.9.INFILL WALL WHERE BRICK WAS REMOVED TO ALIGN WALL BUILDOUTABOVE TO WAINSCOT.10.INSTALL NEW 3" X 3.5" WOOD CURB AT BASE OF EXISTING WALL. FINISH INFINISH GRADE PLYWOOD. PAINT PT-2 TO MATCH WAINSCOT ABOVE.11.EXISTING DOOR HARDWARE TO BE EVALUATED AND CLEANED FORREUSE. REPAINT DOOR AND REINSTALL EXISTING HARDWARE IF IT ISFUNCTIONING PROPERLY. REPLACE HARDWARE WITH NEW TO MATCHEXISTING IF NECESSARY.12.EXISTING DOOR TO BE REFINISHED AND RECEIVED NEW PUSH / PULLHARDWARE.13.NEW STAINLESS STEEL WALL FINISH TO MATCH EXISTING ADJACENTSURFACES.14.CLEAN EXISTING FRP, PATCH & REPLACE FRP AS NECESSARY15.CLEAN EXISTING COOLER/FREEZER UNITS. REFER TO FOOD SERVICEDRAWINGS FOR ADDITIONAL INFORMATION.16.INSTALL NEW STAINED CONCRETE FLOOR IN ENTRY AREA TO MATCHEXISITING.17.INSTALL STAINLESS STEEL FINISH FULL HEIGHT ON GYP BOARD PARTITIONFROM FINISH FLOOR TO LINE OF CEILING ABOVE. ALL JOINTS TO BEWELDED, SANDED AND FINISHED FLUSH AND SMOOTH.18.PROVIDE STEEL TUBES WITHIN PARTIAL HEIGHT PARTITION PER DETAIL6/A5.01ALIGN6 3/4"27'-8 1/4"6 3/4"2'-2 1/4"10'-0" +/-6 3/4"16'-2"11'-4 1 2" +/-6 3/4" 13'-4 1/2" 6 3/4"6 3/4" 10'-5"10'-0" +/-12'-11 1/2"6 3/4"4'-5 5/8"7"20'-0 1/2"6 3/4"6'-6 3/4"3'-8 1/8"1'-10"1'-10"4'-2"103A103B109A1111515114CACCCCCALIGNCCBBBBBBBBBBBBBBBBAAAAAAABAAAAB2222633333333333A8.0115'-4 1/4"4410'-9"12'-0"7771818181810101010101011111111ALIGNALIGN111112121625'-3 1/4"6 3/4"3'-8"6 3/4"14'-5 1/2"6 3/4"1'-0"3'-2"4'-0"6'-7"6'-0"4'-0 1/4"3'-0"9'-11 1/4"7'-8"6 3/4"6'-10 1/2"6'-7 3/4"4'-0 1/4"31'-0"6'-6" 6 3/4"5'-4 1/2"6 3/4" 6 3/4" 18'-6"8"8"7'-5 1/4"6 3/4"3'-8"15'-4 1/4" 11'-3"13'-4 1/2"5'-8"4'-0"8'-3 3/4"21'-1"2'-0"3'-6"2'-10"171717110112109B104CLEQEQEQEQ1818181818189A8.018A8.017A8.016A8.015A8.014A8.013A8.012A8.011A8.019A8.027A8.021A8.021A8.028A8.026A8.025A8.024A8.023A8.022A8.021A8.102A8.10MTBJAHOVERALLCONSTRUCTION PLANA2.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 3:07 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0201_Floor Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 A1A1 A1A1A1A1A1A1A1 A1A1A1A1A1A1A1A1W1D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D2P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P2P1P1P1P1P1P1P1W1W1W1W1 W1 T1T1T1T1P2P2P2T1T1P3P2P3P3P2 W1 W1 P2P2W1W1W1W1W1P2P2P2 P2P2W1W1W1W1W2W2D1D1D1D1W2W2W2W2D2D2D2D2D2D2D2D2D2D2D2D2D2D2D1D1D1D1NORTHREFLECTED CEILING PLAN1/4"=1'-0"1A3.01KEYNOTESX1.INFILL PORTION OF GYP BD CEILING SHOWN HATCHED. FINISH TO MATCHADJACENT GYP BD FINISH.2.DECORATIVE WOOD GRID CEILING CLOUD SUSPEND FROM ROOFSTRUCTURE ABOVE, SEE DETAIL 3/3.02.3.NOT USED.4.INSTALL NEW WASHABLE CEILING TILES IN EXISTING CEILING GRID.ARMSTRONG CLEAN ROOM VL UNPERFORATED SQUARE LAY IN OREQUAL. CLEAN PREP & PAINT EXISTING GRID TO MATCH CEILING TILESREFER FINISH SCHEDULE.5.EXPOSED STRUCTURE AND ALL EXPOSED MECHANICAL AND ELECTRICSYSTEM IN CEILING PLAN TO BE PAINTED PT-2 IN DINING AREAS U.N.O.,REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.6.EXISTING GYPSUM CEILING TO BE PAINTED, REFER TO FINISH PLAN.7.PATCH CEILING WHERE KITCHEN EXHAUST HOODS HAVE BEEN REMOVED.FINISH TO MATCH ADJACENT SURFACE.8.EXISTING HOOD TO REMAIN. CLEAN AND MODIFY AS NECESSARY FORREUSE. GC TO COORDINATE WITH KITCHEN HOOD CONTRACTOR.9.INFILL CEILING GRID AND TILE.10.NOT USED.11.EXISTING COOLER UNITS. VERIFY ALL EXISTING LIGHTING ANDREFRIGERATION IS OPERATIONAL FOR REUSE. REFER TO MEP DRAWINGSFOR ADDITIONAL INFORMATION.12.EXISTING MECHANICAL ROOM LIGHTING TO REMAIN. REFER TO MEPDRAWINGS FOR ADDITIONAL INFORMATION.13.NEW FURRING AND GYPSUM CEILING PROFILE AND FINISH, NEW LIGHTFIXTURES TO BE LOCATED IN EXISTING LOCATIONS, BUT LOWERED TO NEWCEILING FINISH.14.PROVIDE NEW GYPSUM WALL HEAD 1" BELOW FINISH CEILING WHEREPORTION OF WALL WAS REMOVED.15.NOT USED.16.EXISTING DIFFUSERS TO REMAIN. CLEAN AND PAINT TO MATCHADJACENT SURFACE, SEE MECH DWGS.REFLECTED CEILING LEGENDA.SUSPENDED ACOUSTICAL TILE CEILINGS ARE TYPICALLY CENTERED INROOMS/CORRIDORS OR ALIGNED WITH EDGES OR SURFACES ASINDICATED. LAY OUT CEILINGS TO CENTER GRID OR SPACE FIXTURESEQUALLY TYPICAL U.N.O.B.ELECTRICAL CONTRACTOR SHALL CENTER FIXTURES WITHIN A CEILING TILEOR AT EVEN SPACES IN DRYWALL CEILINGS. THIS DRAWING IS FORLAYOUT AND COORDINATION ONLY.C.GENERAL LIGHTING FIXTURES SHALL BE CONTRACTOR PROVIDED ANDINSTALLED. ELECTRICAL CONTRACTOR SHALL RECEIVE AND ASSEMBLEALL LIGHT FIXTURES FOR INSTALLATION.D.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EGRESS ANDEMERGENCY LIGHTING REQUIREMENTS. COMPLY WITH ALL APPLICABLECODES AND REGULATIONS INCLUDING A.D.A.E.REFER TO FINISH PLAN AND SCHEDULE FOR SPECIFIC COLORS,MATERIALS, ETC.F.PATCH EXISTING CEILINGS AS REQUIRED WHERE LIGHT FIXTURE ANDDIFFUSERS HAVE BEEN REMOVED AND ABANDONED.GENERAL NOTESACTACOUSTICAL CEILING TILE AND GRIDACT-2WASHABLE VINYL ACOUSTICAL CEILING TILE (PANELS)GWBGYPSUM BOARDXGBEXISTING GYPSUM BOARDEXPEXPOSED TO STRUCTURE ABOVE (PAINTED FLAT BLACK)GWB8'-0"CEILING MATERIALCEILING HEIGHT2 x 4 ACOUSTICAL CEILING TILEEXITEXIT SIGNAGEXGB8'-11"XGB8'-11"966161678881A3.0222223A3.023A3.023A3.023 A3.022A3.024ACT-28'-4"164ACT-28'-4"164ACT-28'-4"164ACT-28'-4"165EXP-5EXP-5EXP-5EXP-5EXP-5EXP-6XGB8'-9"166XGB10'-9"166XGB10'-9"166XGB10'-9"166XGB10'-9"16111112GWBSEE DTL161379XGB11'-4"616XGB10'-6"616P1T1P3W1 P2MONORAIL LIGHTING SYSTEM - TECH LIGHTING: MONORAILWITH AERO HEAD AND ONYX CONE ACCESSORYSMALL PENDANT DOWNLIGHT - FEISS P12010RBLALARGE PENDANT DOWNLIGHT - FEISS P11520RBLARGE PENDANT DOWNLIGHT - FEISS F240060RBARTWORK WALL DOWNLIGHTTECH LIGHTING: DJ WALLY LITE W/ ROUND GLASS SHIELD(AMBER W/ ANTIQUE BRONZE) MOUNT AT 8'-0".COORDINATE FINAL HEIGHT AND LOCATION WITH RODIZIOARTWORKSCONCE LIGHTINGFEISS - WB14600RBW22x4 LAY-IN TROFFERA1SUSPENDED CAN LIGHT FIXTURE (D1)RECESSED CAN LIGHT FIXTURE (D2)D1D28'-0"8'-2"5'-10 1/4"8'-2"8'-2"8'-2"5'-8"13'-6"8'-2"8'-2"8'-2"11'-9 5/8"28'-0"9'-1"3"8'-0"3"7'-9 3/4"12'-0"2'-5 5/8"4'-3 12"11'-9 5/8"28'-0"11 1/2"12'-0"6'-0"8'-0"6'-0"8'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"5'-9 1/4"4'-3 12" 3'-0"6'-8"6'-8"6'-8"3'-0"9'-6"10'-6"3'-0"6'-0"8'-8"2'-6"11'-0"12'-7 1/2"15'-5 3/16"7'-4"10'-7 1 2" 10'-2 3/4"8'-10 1/4"9'-0 1/4"7'-4"10'-7 12"7'-5 3/8"9'-1"3'-0"3'-0"6'-8"6'-8"6'-8"8'-0"2'-5 3/4"EQEQ2'-5 3/4"2'-5 3/4"4'-0"4'-2"4'-2" 2'-0"2'-0"1'-6"1'-6"XGB8'-9"XGB8'-9"GWB8'-0"GWB7'-6"JAHJAHREFLECTED CEILING PLANA3.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:02 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0301_Reflected Ceiling Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 LINE OF EXISTING CLG ABVNEW 2x4 WD FRAMING @ 16" O.C. ALIGN W/ EDGEOF EXIST CLG DROPNEW 58" GYP BD TYPICAL ON2x4 FRAMING @ 16" O.C.SECTION DETAIL3/4"=1'-0"1A3.02CLOUD STEP109'-0"EXT. CLG HGT.110'-5 3/4"CLOUD STEP110'-0"ALIGN W/ BAR TOP BELOWSECTION DETAIL3/4"=1'-0"2A3.021'-0"LINE OF EXISTING CLG ABVBTM OF GYP108'-9"NEW 58" GYP BD TYPICAL ON2x4 FRAMING @ 16" O.C.LINE OF EXISTING GYP BDCEILINGNEW ALTERNATING 4'-0"x 4'-0" WOOD GRID SYST.6" TYP.NEW 1x6 STAINEDPOPLAR SLATS @ 6 34" O.C.NEW 1x4 STAINEDPOPLAR SLATS @ 6 34" O.C.12" THRU-BOLTS TYP1012"2'-3"1012"12" THRU-BOLTS TYPCLOUD HGT.109'-6"4'-0"4'-0"4'-0"6"6"UNISTRUT @ 36" O.C.PAINTED TO MATCHSTRUCT ABOVE38" ALL-THREAD @ 36" O.C.FROM UNISTRUT TOSTRUCT ABOVESECTION DETAIL3/4"=1'-0"3A3.02TYP PLAN DETAIL3/4"=1'-0"3aA3.02OVERALL CLOUD DIMENSIONS PER REFLECTED CEILING PLANMLJAHCEILING DETAILSA3.02COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:01 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0302_Ceiling Plan Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 WALL TYPES3/4"=1'-0"1A5.01ABOTTOM OF DECKING OREXISTING GYPSUM CEILINGABOVE5/8" GYP BD TO DECK ABOVE IN OPEN AREAS ORTO 6" ABOVE CEILING. GYP BD TO BE REPLACEDW/ CEMENT BOARD IN ANY AREAS THAT ARE TORECEIVE STONE VENEER SYSTEM (ST-1)NEW 2X6 WD STUDS @ 16" O.C.EXTEND TO UNDERSIDE OFEXISTING ROOF DECK ABOVE.BASE AS PER FINISH SCHEDULEACT CEILING SYSTEM WHERESHOWN SEE REFL CLG PLANSEE FINISH SCHED FOR HTAND LOCATION6"CBOTTOM OF DECKING OREXISTING GYPSUM CEILINGABOVE5/8" TYPE 'X' GYP BD TO DECKABOVENEW 3-5/8" MTL STUDS @ 16"O.C. EXTEND TO UNDERSIDEOF EXISTING ROOF DECKABOVE.BASE AS PER FINISH SCHEDULEACT CEILING SYSTEM WHERESHOWN SEE REFL CLG PLANSEE FINISH SCHED FOR HTAND LOCATIONINSTALL CONTINUOUS STAINLESS STEELFINISH ON HOOD SIDE OF PARTITION.EXTEND TO UNDERSIDE OF CEILINGABOVE. FULLY WELD ALL JOINTS1/8" OVERHANGDECORATIVE METAL BULL RAILING BY OWNER.SEE DETAIL 2/A5.01. RAILING TO ONLY BEPROVIDED WHERE SHOWN IN PLAN.34" MDF CAP W/ WOOD LAMINATE FINISH W/MATCHING EDGE TAPE. .2X4 WD STUDS @ 16" O.C.34" MDF W WOOD LAMINATE FINISH -GRAIN ORIENTED VERTICALLY4'-0" 1'-6"9"1'-6"Z-CLIP ATTACHMENTBANQUETTE PROVIDED BY OWNERSHOWN DASHED. PROVIDE ONLYWHERE INDICATED ON PLAN6" X 34" CONTINUOUS WOOD BASEPAINTED BLACK - NO BASE REQUIRED ATWALLS WITH BANQUETTES.B4"INSTALL DOUBLE 2X4 CURB WITH PAINTED FINISHGRADE PLYWOOD (PT-2) AT ALL LOCATIONSWHERE SEATING IS LOCATEDDIRECTLYADJACENT TO PARTITIONINSTALL DOUBLE 2X4 CURB WITH PAINTED FINISHGRADE PLYWOOD (PT-2) AT ALL LOCATIONSWHERE SEATING IS LOCATEDDIRECTLYADJACENT TO PARTITION4"RAILING DETAIL1"=1'-0"2A5.01NEW PREFINISHEDBLACK METAL RAILINGSYSTEM ANCHOR TOWALL CAP BELOW.5'-0"2'-1"EQ EQ4"1'-6"2'-1"EQ EQ4"1'-6"15'-0"NEW PREFINISHEDBLACK METAL RAILINGSYSTEM ANCHOR TOWALL CAP BELOW.R-1R-2MTL STUDS @ 16" O.C.3'-6"4'-6" TOP OF OPENING 2'-9"58" GYP BRDEXIST CLG LINE2x6 WD STUDS @ 16" O.C.SECTION DETAIL3/4"=1'-0"5A5.01Z-CLIP ATTACHMENTFRP PANEL AT KITCHENFACE OF PARTITIONBLACK METAL KICK /BASE PLATE1'-4"34" MDF W/ WOOD LAMINATE FINISH -GRAIN ORIENTED VERTICALLY2"PAINT TO MATCH WD TRIMSTONE VENEER ST-112" CEMENT BRD1x BLOCKING, SEE 4/A5.013'-8"1x TRIM BOARD2x TOP PLATE2x PT BOT PLATE W/ 1/2"DIA ANCHOR BOLTS @48" O.C.2x4 WD STUDS @ 16" O.C.6"x6"x1/4" STL ANGLE W/(2) 3/8" ANCHOR BOLTSSTAG INTO FLOOR & (2)3/8" THRU BOLTS STAGTHRU STL TUBE3"x3"x1/4" STL TUBE SPACEEQUALLY @ 8'-0" O.C.MAX.1x TRIM BOARD2x TOP PLATE2x PT BOT PLATE W/ 1/2"DIA ANCHOR BOLTS @48" O.C.2x4 WD STUDS @ 16" O.C.6"x6"x1/4" STL ANGLE W/(2) 3/8" ANCHOR BOLTSSTAG INTO FLOOR & (2)3/8" THRU BOLTS STAGTHRU STL TUBE3"x3"x1/4" STL TUBE SPACEEQUALLY @ 8'-0" O.C.MAX.SECTION DETAIL3/4"=1'-0"6A5.01REMOVE EXIST. BRICKVENEERREMOVE WALL FINISHBEYONDEXPOSED CEILING ABOVEEXIST. WD BULL NOSE &WAINSCOT BELOW TOREMAINNEW 1/4" GYP BDSMOOTH FINISH BETWEENEXISTING WINDOWCASING OR TRIMSECTION DETAIL3/4"=1'-0"7A5.01CAULK TRANSITIONSNEW 1x TRIM TO MATCHADJACENT, SALVAGEAND REUSE EXISTING IFPOSSIBLE12" PLYWOOD SUBSTRATE1x4 WOOD TRIM TOMATCH VENEER1x WOOD TRIM TOMATCH WD-1SECTION DETAIL WD-1 ALT.3/4"=1'-0"3A5.01CASED OPENING DETAIL AT STONE3/4"=1'-0"4AA5.016" WOOD BASE TOMATCH VENEERTHIN STONE VENEER ON12" CEMENT BACKER BRD34" WOOD VENEER WITH12" REVEALS PAINTED TOMATCH BEYOND, SEEWALL TYPES FOR SIZE58" GYP BRD ON MTLSTUD FRAMING1'-0"14"1x BLOCKINGHEAD / JAMB DETAIL3/4"=1'-0"4BA5.014 34"6 34"AT 2X6 STUD WALLAT 2X4 STUD WALLHM FRAME(2)2X AT HEAD& JAMB2"7 34"5 34"AT 2X6 STUD WALLAT 2X4 STUD WALL12"DETAIL SIMILAR AT CASED OPENING LOCATIONS W/ OUTSTONE VENEER2'-4"34"4"1'-014"11"EXISTING PARTIAL HGT WALL21 4"NEW SOLID SURFACECOUNTERTOP (SS-1) ON3/4" PLYWOODEXISTING WALL BEYOND,PATCH AND INFILL ASNECESSARYNEW 3/4"VENEER PLYWOODTO MATCH ADJACENTFINISHES (WD-1)NEW 1/2" PLYWOOD & FRPEXISTING CONC. CURB,REPLACE AT BAR PERIMETERWHERE MISSINGSECTION DETAIL3/4"=1'-0"8A5.01XXXLOCATIONMARKDOOR SCHEDULEPRIVATE ROOM-A3'-0"103A1 3/4"7'-0"PRIVATE ROOM-A3'-0"103B1 3/4"7'-0"RESTROOM CORRIDOR4'-0"104-7'-0"PRIVATE ROOM-B3'-0"109A1 3/4"7'-0"PRIVATE ROOM-B4'-0"109B-7'-0"SERVER STATION-A4'-0"110-7'-0"DISPLAY KITHCEN3'-0"1111 3/4"3'-6"SERVER STATION-B3'-6"112-7'-0"MAT./FINISHWIDTHHEIGHTTHICK.SIZEDOORFRAMEDETAILHEADJAMBSILLMAT./FINISHFIRE RATINGLABELHARDWARESET NO.NOTESWD/VNRN/AWD/VNR-WD/VNR--WD/VNR-HM / PTHM / PTHM / PTWD/VNRWD/VNRWD/VNRWD/VNRN/AN/AN/AN/AN/AN/AN/AGENERAL NOTES:1. ALL HARDWARE SHALL COMPLY WITH ICC ANSI A117.1 REQUIREMENTS FOR LEVER OPERATED MECHANISMS, PUSH TYPE MECHANISMS, ANDU-SHAPED HANDLES.2.ALL EGRESS DOORS SHALL BE OENABLE WITHOUT SPECIAL KNOWLEDGE OR THE USE OF A KEY.HARDWARE SETS:N/AN/AN/AN/AN/AN/AN/AN/A4A/A5.014A/A5.014A/A5.014A/A5.014A/A5.014A/A5.014B/A5.014B/A5.014B/A5.014B/A5.014B/A5.014B/A5.01N/AN/AN/ASET 1:(3) HINGES(1) PUSH/PULL(1) WALL STOP(1) MAGNETIC HOLD OPEN1114A/A5.014A/A5.01SET 2:(2) SPRING HINGES(1) ROLLER LATCH2----JHJHWALL TYPESAND DETAILSA5.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 2:00 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0501_Wall Types and Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 NORTHFINISH PLAN1/4"=1'-0"1A7.01KEYNOTESX1.FROSTED PANES TO BE CLEANED AND REMAIN.2.PARTITION OPENING TO HAVE WD-1 SURROUND. SEE SHEET A8.01 FORMORE DETAIL.3.NEW PAINTED MILLWORK WAINSCOT AND TRIM TO MATCH EXISTING.4.DROPPED CEILING OVER BAR AREA TO BE PAINTED PT-5. SEE SHEET A5.01FOR WALL TYPE AND DETAIL.5.ENTRANCE DOORS TO BE PAINTED SIMILAR TO RECEPTION.6.CERAMIC TILE TO REMAIN ON FLOOR AND WALLS. REPLACE ACCENTWALL TILE BANDING WITH T-1. REFER TO INTERIOR ELEVATIONS.7.NEW STAINED CONCRETE FLOORING TO MATCH EXISTING8.STAINLESS STEEL WALL PANELS FULL HEIGHT.9.STAINLESS STEEL COUNTERTOP, REFER TO A5.01.A.EXISTING CONCRETE FLOORING TO REMAIN. DEEP CLEAN IN ALL AREAS.B.EXISTING FLOOR AND WALL TILE TO REMAIN IN RESTROOMS. DEEP CLEANGROUT AND EXISTING SURFACES.C.REFER TO FINISH LEGEND ON SHEET A7.02 FOR FINISH INFORMATION.D.REFER TO INTERIOR ELEVATIONS ON SHEET A8.01 FOR EXTENTS OF FINISHESAND ADDITIONAL INFORMATION.E.REFER TO STRUCTURAL AND MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS AND DESCRIPTIONS.F.SEE EQUIPMENT PLANS AND EQUIPMENT LEGEND FOR EQUIPMENT SIZESAND LOCATIONS.G.G.C. TO PATCH/REPAIR ALL SURFACES (WALLS, FLOOR, CEILING, ETC.)AFFECTED BY DEMOLITION WORK.H.G.C. TO PROVIDE A LEVEL 4 GYP. BD. FINISH ON ALL NEW WALLS AND ONALL EXISTING WALLS.G.ALL EXISTING STONE COLUMNS TO REMAIN UNLESS NOTED OTHERWISE.H.ALL EXISTING STAINED WOOD TO BE PAINTED INCLUDING CROWN, BASE,WAINSCOT, FRAMES.I.ALL EXISTING STORAGE CABINETS TO RECEIVE NEW CABINET PULLS.J.ALL EXISTING FRONT OF HOUSE DOORS TO RECEIVE NEW HARDWARE.GENERAL NOTES31PTT1PT2TEXPT3T1TEXPT3ST1WD14ALL WALLSACCENTALL WALLSACCENT1PTPT2ALL WALLSWD TRIM7FINISH SCHEDULE663RECEPTION101BAR102PRIVATEROOM-A103WOMENS105MENS106MAINDINING107SALADBAR108PRIVATEROOM-B109DISPLAYKITCHEN111SERVERSTATION-B112SERVERSTATION-A110BOHKITCHEN113OFFICE114BEERCOOLER115COOLER116MECHANICAL117VESTIBULE100PT 1 PT 2 WAINSCOT PT 1 PT 2 WAINSCOTPT1PT2WAINSCOTPT3 WD 1 WAINSCOT PT4WD1WAINSCOTWD1PT5SUSPENDED CEILINGFRP1FRP1FRPEX1'-6"MIN8 81'-6" MIN8 FRP19ST1WD1WD1PT 1WD1 PT 4 PT1PT2WAINSCOTWD1WD1PT 1 PT 2 WAINSCOT WD1PT3PT2WAINSCOTPT1PT2WAINSCOTPT1PT2WAINSCOTPT3WD1WAINSCOTPT 3 PT3PT3WD1WAINSCOTPT1WD1WAINSCOTPT1PT4PT2WAINSCOTPT 1PT3PT4PT2WAINSCOT 112WD 1 WAINSCOT CMJHFINISH PLAN & SCHEDULEA7.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 5:35 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0701_Finish Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 GENERAL NOTESA.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOBAND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT,OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLYWITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONSRELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.B.THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THEENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISHANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALLGENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.C.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING ORDEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITHTHEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENTSUPPORT STRUCTURES.D.WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING ISREMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEENEXISTING CONDITIONS AND NEW WORK.E.ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS ANDALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROLWIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IFAPPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTEDOTHERWISE ON PLANS. REFER TO MECHANICAL DRAWINGS.F.COORDINATE ANY SYSTEMS SHUTDOWNS WITH OWNER & INCLUDECOSTS OF SHUTDOWN IN THE BID.G.EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCHAND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAYBE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES.H.IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH AREREMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSEDOF BY THE G.C.I.ANY EXISTING DOORS AND FRAMES, (IF APPLICABLE PER PROJECTSTORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TODOOR SCHEDULE.J.ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE)TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICALDRAWINGS.KEYNOTESX1.EXISTING DOORS TO BE CLEANED, PREPARED, AND PAINTED.2.REPLACE ENTRY/VESITBULE DOOR HARDWARE W/ RODIZIOPROTOTYPICAL ICONIC DOOR PULL. CONFIRM PULL IS ADA COMPLIANT.3.EXISTING GLAZING TO BE CLEANED, REMOVE ANY GRAPHIC/SIGNAGE.4.PATCH AND PREPARE EXISTING WALL/CEILING SURFACE FOR NEW FINISH.5.EXISTING BASE, CASING, WAINSCOT TO BE CLEANED AND PREPARED FORNEW FINISH.6.EXISTING WOOD TRIM TO BE CLEANED AND PREPARED FOR NEW FINISH.7.NOT USED.8.NEW MILLWORK PROFILE AND HEIGHT TO MATCH EXISTING ADJACENT.9.NEW SOLID SURFACE COUNTERTOP.10.NEW PARTIAL HEIGHT WALL, SEE 1/A5.0111.NEW DECORATIVE RAILING, SEE 2/A5.0112.EXPOSED STRUCTURE AND EQUIPMENT ABOVE TO BE PAINTED. VERIFYPAINTING SPECIFICATIONS FOR EQUIPMENT WILL NOT VOID WARRANTIES.13.WOOD PANELING VENEER.14.KITCHEN DISPLAY WINDOW.15.NEW WOOD TRIM. PROFILE TO MATCH EXISTING. PAINT AS NOTED.16.NEW WOOD WALL BASE TO MATCH EXISTING ADJACENT WALL PROFILE.17.NEW WALL CONSTRUCTION, PREPARE FOR NEW FINISH.18.NEW RR GRAPHIC, "GRAYSKUNK", NATURAL WALNUT OFFICE RESTROOMPAIR- WONMENS MENS ROOM WC SIGNAGE 9", SET OF 2, BRAILLEINCLUDED.19.NEW WINDOW TREATMENT - HUNTER DOUGLAS 'E SCREEN' 7510 -CHARCOAL COCOA.20.OPENING WITH CORNER GUARDS TO BOH21.NEW WALL INFILL TO MATCH ADJACENT TEXTURE, PREPARE FOR NEWFINISH.22.REINSTALLED WOOD BASE WHERE BOOTH PLATFORM WAS REMOVED,PREPARE FOR NEW FINISH.23.NEW BUILT DOWN CEILING OVER EXISTING CEILING CLOUD.24.EXISTING BAR AND CONCRETE CURB PREPARE FOR NEW FINISH, REFER TOA8.10.25.NEW ACCESSIBLE HEIGHT WALL AT BAR PROFILE TO MATCH ADJACENT,REFER TO A8.10.26.REPLACE RESTROOM DOOR HARDWARE, "FIRST IMPRESSIONS"-LEWIS 1, 18"TEAK GRIP, MATTE BLACK BRACKET.27.ARTWORK BY OWNER28.PAINT NEW 14" DRYWALL AT INFILL OF EXISTING FAUX BRICK DEPRESSIONS.SEE DETAIL 7/A5.01.29.NEW WALL MOUNTED TELEVISION AND BRACKET. COORDINATE TV SPECWITH OWNER.30.NEW BLACK METAL KICK / BASE PLATEENTRANCE1/4"=1'-0"1A8.01INTERIOR ELEVATION - PRIVATE RM B1/4"=1'-0"2A8.01INTERIOR ELEVATION - PRIVATE RM B1/4"=1'-0"3A8.01INTERIOR ELEVATION - PRIVATE RM B1/4"=1'-0"4A8.01INTERIOR ELEVATION - PRIVATE RM B1/4"=1'-0"5A8.01INTERIOR ELEVATION - MAIN DINING1/4"=1'-0"6A8.01INTERIOR ELEVATION - MAIN DINING1/4"=1'-0"7A8.01INTERIOR ELEVATION - MAIN DINING1/4"=1'-0"8A8.01INTERIOR ELEVATION - MAIN DINING1/4"=1'-0"9A8.01INTERIOR ELEVATION - SERVING WINDOW1/4"=1'-0"10A8.01122PT122PTTYP152PTTYP152PTTYP152PTTYP62PTTYP152PTTYP62PTTYP62PTTYP62PTTYP62PTTYP62PT122PT122PT122PT122PT122PT122PT122PTTYP11R-2TYP11R-1TYP11R-1TYP11R-1TYP11R-152PT52PT52PT1WD1WD1WD1WD1WD1WD1WD1WD1WD1ST1ST1WD1WD2PT133333332173PT171PT14171PT171PT174PT171PT171PT1WD272727272727272727171PT171PT173PT171PT1WD19191919191944PT271PT271PT271PT41PT1010102970" TV27304PTMBJHINTERIOR ELEVATIONSAND DETAILSA8.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 5:39 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0801_Interior Elevations and Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 GENERAL NOTESA.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOBAND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT,OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLYWITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONSRELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.B.THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THEENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISHANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALLGENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.C.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING ORDEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITHTHEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENTSUPPORT STRUCTURES.D.WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING ISREMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEENEXISTING CONDITIONS AND NEW WORK.E.ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS ANDALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROLWIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IFAPPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTEDOTHERWISE ON PLANS. REFER TO MECHANICAL DRAWINGS.F.COORDINATE ANY SYSTEMS SHUTDOWNS WITH OWNER & INCLUDECOSTS OF SHUTDOWN IN THE BID.G.EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCHAND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAYBE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES.H.IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH AREREMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSEDOF BY THE G.C.I.ANY EXISTING DOORS AND FRAMES, (IF APPLICABLE PER PROJECTSTORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TODOOR SCHEDULE.J.ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE)TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICALDRAWINGS.INTERIOR ELEVATION - BAR1/4"=1'-0"1A8.02INTERIOR ELEVATION - BAR1/4"=1'-0"2A8.02INTERIOR ELEVATION - RECEPTION1/4"=1'-0"3A8.02INTERIOR ELEVATION - MAIN DINING1/4"=1'-0"4A8.02INTERIOR ELEVATION - SALAD BAR1/4"=1'-0"5A8.02INTERIOR ELEVATION - PRIVATE RM A1/4"=1'-0"6A8.02INTERIOR ELEVATION - PRIVATE RM A1/4"=1'-0"7A8.02INTERIOR ELEVATION - PRIVATE RM A1/4"=1'-0"8A8.02INTERIOR ELEVATION - RESTROOM CORRIDOR1/4"=1'-0"9A8.02GENERAL NOTESA.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TOENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON THE JOBAND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT,OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLYWITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONSRELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.B.THIS DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH THEENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOLISHANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALLGENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.C.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING ORDEMOLISHING EXISTING CONSTRUCTION WHICH WILL INTERFERE WITHTHEIR NEW WORK AND ANY TEMPORARY BRACING OR PERMANENTSUPPORT STRUCTURES.D.WHEN EXISTING ELECTRICAL SERVICE, POWER, AND LIGHTING ISREMOVED, STUB BACK AND CAP AS REQUIRED IN AREAS BETWEENEXISTING CONDITIONS AND NEW WORK.E.ANY EXISTING ROOFTOP AIR CONDITIONING UNIT, ROOF CURBS ANDALL ASSOCIATED DUCTWORK, GRILLES, DIFFUSERS, HANGER, CONTROLWIRING, ELECTRICAL WIRING, CONDUITS, AND CONDUIT HANGERS, (IFAPPLICABLE PER PROJECT STORE SITE) TO REMAIN UNLESS NOTEDOTHERWISE ON PLANS. REFER TO MECHANICAL DRAWINGS.F.COORDINATE ANY SYSTEMS SHUTDOWNS WITH OWNER & INCLUDECOSTS OF SHUTDOWN IN THE BID.G.EXCEPT AS NOTED, G.C. SHALL INCLUDE COSTS TO CUT, PATCHAND/OR REPAIR EXISTING WORK AND EXISTING FACILITIES WHICH MAYBE DISTURBED DURING INSTALLATION OF NEW WORK IN BID PACKAGES.H.IN ACCORDANCE WITH THE DRAWINGS, THOSE ITEMS WHICH AREREMOVED, AND ARE NOT RELOCATED OR REUSED, SHALL BE DISPOSEDOF BY THE G.C.I.ANY EXISTING DOORS AND FRAMES, (IF APPLICABLE PER PROJECTSTORE SITE) TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TODOOR SCHEDULE.J.ANY EXISTING RECEPTACLES, (IF APPLICABLE PER PROJECT STORE SITE)TO REMAIN UNLESS NOTED OTHERWISE ON PLANS, REFER TO ELECTRICALDRAWINGS.KEYNOTESX1.EXISTING DOORS TO BE CLEANED, PREPARED, AND PAINTED.2.REPLACE ENTRY/VESITBULE DOOR HARDWARE W/ RODIZIOPROTOTYPICAL ICONIC DOOR PULL. CONFIRM PULL IS ADA COMPLIANT.3.EXISTING GLAZING TO BE CLEANED, REMOVE ANY GRAPHIC/SIGNAGE.4.PATCH AND PREPARE EXISTING WALL/CEILING SURFACE FOR NEW FINISH.5.EXISTING BASE, CASING, WAINSCOT TO BE CLEANED AND PREPARED FORNEW FINISH.6.EXISTING WOOD TRIM TO BE CLEANED AND PREPARED FOR NEW FINISH.7.NOT USED.8.NEW MILLWORK PROFILE AND HEIGHT TO MATCH EXISTING ADJACENT.9.NEW SOLID SURFACE COUNTERTOP.10.NEW PARTIAL HEIGHT WALL, SEE 1/A5.0111.NEW DECORATIVE RAILING, SEE 2/A5.0112.EXPOSED STRUCTURE AND EQUIPMENT ABOVE TO BE PAINTED. VERIFYPAINTING SPECIFICATIONS FOR EQUIPMENT WILL NOT VOID WARRANTIES.13.WOOD PANELING VENEER.14.KITCHEN DISPLAY WINDOW.15.NEW WOOD TRIM. PROFILE TO MATCH EXISTING. PAINT AS NOTED.16.NEW WOOD WALL BASE TO MATCH EXISTING ADJACENT WALL PROFILE.17.NEW WALL CONSTRUCTION, PREPARE FOR NEW FINISH.18.NEW RR GRAPHIC, "GRAYSKUNK", NATURAL WALNUT OFFICE RESTROOMPAIR- WONMENS MENS ROOM WC SIGNAGE 9", SET OF 2, BRAILLEINCLUDED.19.NEW WINDOW TREATMENT - HUNTER DOUGLAS 'E SCREEN' 7510 -CHARCOAL COCOA.20.OPENING WITH CORNER GUARDS TO BOH21.NEW WALL INFILL TO MATCH ADJACENT TEXTURE, PREPARE FOR NEWFINISH.22.REINSTALLED WOOD BASE WHERE BOOTH PLATFORM WAS REMOVED,PREPARE FOR NEW FINISH.23.NEW BUILT DOWN CEILING OVER EXISTING CEILING CLOUD.24.EXISTING BAR AND CONCRETE CURB PREPARE FOR NEW FINISH, REFER TOA8.10.25.NEW ACCESSIBLE HEIGHT WALL AT BAR PROFILE TO MATCH ADJACENT,REFER TO A8.10.26.REPLACE RESTROOM DOOR HARDWARE, "FIRST IMPRESSIONS"-LEWIS 1, 18"TEAK GRIP, MATTE BLACK BRACKET.27.ARTWORK BY OWNER28.PAINT NEW 14" DRYWALL AT INFILL OF EXISTING FAUX BRICK DEPRESSIONS.SEE DETAIL 7/A5.01.29.NEW WALL MOUNTED TELEVISION AND BRACKET. COORDINATE TV SPECWITH OWNER.30.NEW BLACK METAL KICK / BASE PLATE333332719191919192942" TV2942" TV122PT122PT122PT122PT122PT122PT122PT31927272727272727TYP11R-1TYP11R-12752PT52PT52PT2970" TV52PT1WD1WD1WD1WD1WD10101010122PT122PT173PT18182626173PT174PT41PT222241PT173PT173PT122PTTYP11R-141PT27235PT12PT23MBJHINTERIOR ELEVATIONSAND DETAILSA8.02COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 5:44 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0802_Interior Elevations and Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 BAR PLAN DETAIL1/2"=1'-0"3A8.10BAR ELEVATION1/2"=1'-0"1A8.10BAR ELEVATION1/2"=1'-0"2A8.10BAR ELEVATION1/2"=1'-0"4A8.101SS1SSMBJHENLARGED INTERIORELEVATIONS AND DETAILSA8.10COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 5:51 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0810_Millwork Elevations and Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 X1.5'-0" WHEELCHAIR TURNING RADIUS.2.30" X 48 CLEAR SPACE FOR FRONT APPROACH, TYPICAL ATLAVATORIES, SINKS, URINALS, AND WHERE INDICATED.3.CLEAR SPACE AT ACCESSIBLE TOILET: 60" WIDE ALONG REAR WALL X59" DEEP PERPENDICULAR TO REAR WALL PER ANSI FIGURE 604.9.3.1(C).4.EXISTING HORIZONTAL GRAB BARS. CONFIRM THAT EXISTING GRABBARS ARE FULLY ACCESSIBLE. IF NOT INSTALL NEW GRAB BARS,STAINLESS STEEL, ANSI-COMPLIANT. INSTALL NEW VERTICAL GRAB BARPER 4/A9.01.5.NEW MULTI-ROLL TOILET PAPER DISPENSER 6.NEW SEMI RECESSED SANITARY NAPKIN DISPENSER7.NEW SEMI RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLEUNIT8.NEW SOAP DISPENSER9.EXISTING MIRROR TO REMAIN. REPAINT FRAME TO MATCH NEW DOORCOLOR.10.EXISTING WALL MOUNTED URNIAL . IF EXISTING FIXTURE IS NOT FULLYACCESSIBLE, INSTALL AT ACCESSIBLE HEIGHT PER TYPICAL TOILET ROOMELEVATION ABOVE11.EXISTING TOILET FIXTURE. IF EXISTING FIXTURE IS NOT FULLY ACCESSIBLE,INSTALL NEW FULLY ACCESSIBLE TOILET FIXTURE AT ACCESSIBLE HEIGHTPER TYPICAL TOILET ROOM ELEVATION ABOVE.12.EXISTING URINAL TO REMAIN. CONFIRM URINAL IS IN GOOD WORKINGORDER AND REPAIR IF NECESSARY.13.EXISTING TOILET TO REMAIN. CONFIRM TOILET IS IN GOOD WORKINGORDER AND REPAIR IF NECESSARY14.NEW GRANITE COUNTER TOP WITH (2) NEW UNDERMOUNT SINKS. SEEDETAIL 5/A9.0115.NEW DIAPER CHANGING STATION MOUNTED AT ACCESSIBLE HT PERMANUFACTURERS RECOMMENDATIONS.16.NEW TOILET SEAT COVER DISPENSER.KEYNOTESGENERAL NOTESA.PROVIDE BLOCKING AS REQUIRED FOR ALL ACCESSORIES WITHIN TOILETROOM. SEE MANUFACTURERS SPECIFICATIONS.B.ALL EXISTING TOILET PARTITIONS AND ASSOCIATED HARDWARE TOREMAIN. REPAIR OR REPLACE DAMAGED ITEMS AS NECESSARY.C.ALL EXISTING FIELD WALL TILE AND FLOOR TILE TO REMAIN. REPLACEANY DAMAGED TILES WITH TILE TO MATCH EXISTING.D.REMOVE EXISTING YELLOW / GREEN ACCENT WALL TILE AND REPLACEWITH NEW PER FINISH SCHEDULE.E.CONFIRM SPECIFICATION FOR ALL NEW TOILET ROOM ACCESSORIESWITH OWNER. WHEN EXISTING TOILET ROOM ACCESSORIES AREREMOVED, PATCH ANY HOLES LEFT IN WALLS OR PARTITIONS TO MATCHADJACENT SURFACES.INTERIOR ELEVATIONS - WOMEN'S1/4"=1'-0"2A9.01INTERIOR ELEVATIONS - MEN'S1/4"=1'-0"3A9.01TOILET ROOM PLANS1/4"=1'-0"1A9.012A9.0113A9.011111T1T1T1T3PT3PT1SS1SS222223310109911111111121313131313131244141414445555135135151516161616161685555558776MOUNTING HEIGHTSNTS4A9.01NOTE: FIXTURES ARE SHOWN FOR DIMENSIONAL INFORMATION ONLY. NOT ALL FIXTURES AND ACCESSORIES SHOWN ARE NECESSARILY INCLUDED IN THIS PROJECT. REFER TO PLANSAND SPECIFICATIONS FOR ACTUAL FIXTURES, LAYOUT AND DETAILS. IF DISCREPANCYS EXIST BETWEEN THESE HEIGHTS AND INFORMATION ELSEWHERE IN THE CONSTRUCTIONDOCUMENTS, CONTACT THE OWNER'S REP. FOR VERIFICATION.WATER CLOSET& GRAB BARSWALL-MOUNTEDLAVATORYWATER CLOSET& GRAB BARS3'-0" MIN.3'-6" MINTOP OF SEAT 2'-10" MAX. 2'-3" MIN. 2'-5" MIN.18" MAX.3'-4" MAX. 2'-9" TO 3'-0"16" MIN/18" MAXEXPOSED PIPESTO BE WRAPPEDIN PROTECTIVECOVERS.WOOD BLOCKINGICC/ANSI A 117/1 DIMENSIONSPAPER TOWELDISPENSER ANDRECESSEDWASTERECEPTACLEPAPER TOWELDISPENSERTOILET PAPERDISPENSERCOATHOOKSIGNAGELIGHTSWITCH4'-0" MAX. 4'-0" MAX. 4'-0" MAX. 4'-0" MAX. TO HIGHEST OPERATION POINT 15" MIN. 5'-0" 4'-0" MAX. 39" - 41"18" MIN 39" - 41"2'-9" TO 3'-0"SOAPDISPENSER9" 2'-10" MAX.11" MIN.1'-5" MIN.8"URINAL SCREEN4'-0" MAX. 17" MAX.INSIDE FACE TO INSIDE FACEMINIMUM CLEAR -2'-6"18" MAX.3'-4" MAX. 2'-5" MIN.LAVATORY INCOUNTERURINAL &SCREENSMIRRORTO REFLECTING SURFACE MIRRORTO HIGHEST OPERATION POINT MOUNT TOILET PAPERDISPENSER AT 15" AFF MINWHEN INSTALLED BELOWTHE GRAB BAR. INSTALL AT48" MAX WHEN INSTALLEDABOVE THE GRAB BAR.15" MIN.FLUSH LEVER ATOPENSIDE9" 2'-10" MAX.8"3'-4" MAX. 2'-5" MIN.2'-0"4" 3 4"4"SS-1 VANITY WITH EASED EDGEPROFILE, 4" H BACKSPLASH &SIDESPLASHINDIVIDUAL FRAMELESSMIRRORADA COMPLIANTUNDERMOUNT PORCELAINBOWL, COLOR: WHITESEE PLUMBING DRAWINGSSS-1 APRONMAINTAIN KNEE CLEARNACESPER ANSI STANDARDSPROTECTIVE PIPE WRAPVANITY FAUCET, SEE PLUMBINGDRAWINGSSINK DETAIL1" = 1'-0"5A9.01ADJHRESTROOM ELEVATIONSAND DETAILSA9.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 12:15 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-0901_Restroom Elevations and Details.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 NORTHFURNITURE PLAN1/4"=1'-0"1A10.01T-1FURNITURE SCHEDULE4 TOP DINING TABLE2 TOP DINING TABLEDINING CHAIRBAR CHAIRADA CHAIRDINING BANQUETT-1T-2C-1C-2C-3B-1(REFER TO FF&E MANUAL)T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-1T-2T-2T-2T-2T-2T-2T-2T-2T-2T-2T-2C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1B-1B-1B-1B-1B-1B-1B-1T-1T-1T-2T-2T-1T-1T-1T-1T-2T-2T-2T-1T-1T-1T-1T-1T-1T-1T-1T-2T-1T-1T-1T-1T-2C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1T-1T-1T-1T-1T-2T-2T-2T-2C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-3C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2MBJHFURNITURE PLANA10.01COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 11/02/2016 - 12:10 PM - P:\16106 Rodizio Carmel\06 Pre Construction\01 Drawings\04 DD (Current)\16106-1001_Furniture Plan.dwg 16106Drawn by:Checked by:Date:Job #Issue:09/26/2016CLIENT CENTERED DESIGN ArchitectsPlus 1 0 8 1 6 M I L L I N G T O N C O U R T , S U I T E 1 0 0 CI N CIN N A T I , O H 4 5 2 4 2 5 1 3 .9 84 .10 7 0 ARCHITECTSPLUS.COM RODIZIO GRILL CARMEL, INDIANA INTERIOR RENOVATION FOR: 2375 EAST 116TH ST CARMEL, IN, 46032PERMIT / BID ISSUE09/26/2016ANDREW W. SCHAUBLICENSE # AR11100147EXPIRES 12/31/17PERMIT / BID REISSUE11/01/2016 RODIZIO GRILLCARMEL INDIANAINTERIOR RENOVATION10.02.2016 ,#;9#.&'0ÄÄLC["YCNFGPHQQFUGTXKEGEQOFS DEMO/FRAMING 3/16" = 1'-0" REV 1 10.11 EQUIPMENT INSTALLATION NOTES 1 INSTALL S/S SIDE CURTAIN 2 INSTALL DISH MACHINE TO EXIST. DUCTS 3 INSTALL S/S PASS THRU WINDOW SEE DETAIL 4 INSTALL SODA LINES OVERHEAD DOWN THRU WALL 5 INSTALL BEER LINES OVERHEAD AND DOWN THRU NEW WALL AS SHOWN AND UNDER BAR TOP TO LOCATION 6 INSTALL GLYCOL UNIT PER SITE CONDITIONS BY INSTALLER 7 INSTALL CEILING MOUNT POT RACK THRU ACT TO BAR JOIST 8 HOST FURNITURE SHOWN BY OWNER REQUEST BASED ON BRAINTREE FLOOR PLAN NOT ACTUAL KNOWLEGE 1 2 JB 3 4 5 6 7 RODIZIO GRILLCARMEL INDIANAINTERIOR RENOVATION10.02.2016 ,#;9#.&'0ÄÄLC["YCNFGPHQQFUGTXKEGEQOFLOOR PLAN 3/16" = 1'-0" REV 1 10.11 RODIZIO GRILLCARMEL INDIANAINTERIOR RENOVATION10.02.2016 ,#;9#.&'0ÄÄLC["YCNFGPHQQFUGTXKEGEQOEQ SCHEDULE 3/16" = 1'-0" REV 1 10.11 K1 K2 K22 K6 K6 K10 K11 K14 CO COK21 K3K3EX EX POS K28 CO CO POS K9 CO K33 SB SB SB JB K30 K35 CO CO HB HB CO K26 CO B3 POS B6 POS 3 B13 K34 CO RODIZIO GRILLCARMEL INDIANAINTERIOR RENOVATION10.02.2016 ,#;9#.&'0ÄÄLC["YCNFGPHQQFUGTXKEGEQOFS ELECTRICAL 3/16" = 1'-0" REV 1 10.11 FS SB IW FS SB IW K3 G K5 G K6 G K7 G K7 G JB K31 CW K30 CW K28 CW HS HW HS CW RODIZIO GRILLCARMEL INDIANAINTERIOR RENOVATION10.02.2016 ,#;9#.&'0ÄÄLC["YCNFGPHQQFUGTXKEGEQOFS PLUMBING 3/16" = 1'-0" REV 1 10.11 DESIGN CRITERIA 1.Applicable Building Codes A.Building: IBC 2012 1)Construction classification type: TYPE VB 2)Primary use and occupancy classification: a)Assembly: Group A-2 B.Mechanical: IMC 2012 C.Plumbing: IPC 2006 D.Fire Protection: IFC 2012 1)Fully suppressed with wet and/or dry sprinkler system. E.Energy: ASHRAE 90.1 - 2007 F.Gas: IFGC 2012 G.NFPA: latest edition 13 H.Local Building Code and Revisions. I.Seismic Design Category 1)Occupancy Category: I 2)Design Category: B 3)Importance Factor: 1.0 2.ASHRAE Design Requirements A.Heating/Cooling Loads 1)Heating a)Outside air temperatures: -1.8 degrees F DB (ASHRAE 99.6%). 2)Cooling a)Outside air temperatures: 91.1 degrees F DB / 75.8 degrees F WB (ASHRAE 99%). B.Building Design 1)ASHRAE and Energy Code guidelines. 2)Indoor relative humidity at 50 percent RH for cooling loads only. a)Humidity is not being controlled or maintained in the heating or cooling equipment modes. 3.Design Ventilation A.Use ASHRAE 62 Standard or State of Indiana Code. B.See Ventilation Schedule on drawings. C.See floor plans for rooms that need to be in a positive or negative relation to other rooms shown by the difference in supply and return or exhaust air quantities. GENERAL 1.These drawings are diagrammatic and indicate the general extent of the work. The contractor shall be responsible for the coordination and proper installation of all mechanical systems. The contractor shall provide all necessary offsets and fitting which may be required due to space constraints or other conditions. 2.The mechanical systems or its modifications are designed to be a complete operating system and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine construction, installation, and programming procedures and sequences to have a complete and working system and to insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent bracing, etc. that may be necessary to brace new or existing construction, walls, and framing to remain so that the structure is braced for construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent new or permanent supports and bracing that are installed. Design of these supports shall be provided by the contractor. Provide all materials, labor, equipment, and accessories required to furnish and install the systems identified in specifications and drawings. 3.It is the contractor's responsibility to enforce all applicable safety codes and regulations during all phases of construction. 4.Construction loads shall not exceed structural design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Verify and coordinate with structural drawings. 5.The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of the components that comprise the systems, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed. 6.The contractor shall provide all miscellaneous supporting steel, etc. for the proper installation of all mechanical systems. 7.Before fabrication and/or installing any work, contractor shall see that it does not interfere with clearance required for finish on beams, columns, pilasters, walls, or other structural or architectural members, as shown on architectural drawings. If any work is so installed and it later develops that architectural design cannot be followed, contractor shall, at his own expense, make such changes in his work as architect may direct to permit completion of architectural work in accordance with plans and specifications. 8.Install additional offsets on piping or ductwork where required to obtain maximum headroom or to avoid conflict with other work without additional cost to owner. 9.Report any interferences between work under this division and that of any other contractors to architect as soon as they are discovered. Architect will determine which equipment shall be relocated, regardless of which was first installed, and his decision shall be final. 10.The contractor shall coordinate floor, wall, and roof penetrations, louver sizes, etc. with general trades. 11.Principal openings on these drawings through the framing are shown on the structural drawings. The mechanical contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the general contractor. General contractor shall provide all openings required through the framing by the mechanical, electrical, plumbing, or other trades, whether or not shown on the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's attention for review. 12.All mechanical and electrical work: Ductwork, plumbing, piping, wiring, lighting, etc. and all architectural items that need to be removed during the modification of or reinforcing of, existing structure shall be replaced in kind by the respective contractor. The contractors shall keep all existing systems in operation during the construction phase of the project. 13.All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specification without additional cost to the owner to have a complete and working system. 14.Details labeled “Typical Details” or “Typical” on drawings apply to situations occurring on the whole project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location on drawings. Notify engineer for clarifications regarding applicability of “Typical Details”. 15.Work and coordinate these drawings with architectural, civil, structural, mechanical, plumbing, fire protection, electrical, and technology drawings. 16.Do not scale drawings. 17.Any discrepancies between mechanical and architectural drawings shall be brought to the attention of the architect and mechanical engineer. 18.Should any of the general notes conflict with any details or instructions on plans, or in the specifications, the strictest provision shall govern. 19.Shop drawings and submittals A.Shop drawings and submittals shall be checked and coordinated with other materials and contracts by the general, mechanical and electrical contractors and shop drawings and submittals shall bear the prime contractor's review stamp with the checker's initials before being submitted to the architect for approval. B.When the contractor has been authorized to use the architect and engineer's drawings as construction coordination drawings, the contractor must remove all title blocks, professional seals and any other references to the architect and engineer from those drawings. The contractors name and title shall be placed on the drawings. C.Where voltage, amp draw, dimensions and elevations of existing construction could affect the new construction, it is the contractor's responsibility to make field verifications and measurements in time for their incorporation into the shop drawings. 21.Refer to architectural and electrical reflected ceiling plans for exact location of light fixtures. Contractors to coordinate locations of lighting, speakers, air diffusers, grilles, sprinkler heads and the like, with reflected ceiling lay-outs as required and directed by the architect. 22.Ductwork or piping shall not be located over the top of any electrical panels or equipment. 23.Contractor shall include in his bid all cutting, trenching, and patching associated with the installation of this projects work. 24.Cutting, Patching and Drilling A.All cutting and patching of the building construction required for this work shall be by this contractor unless shown on architectural drawings and confirmed as to size and location prior to new construction. Cutting shall be in a neat and workmanlike manner. B.Neatly saw cut all rectangular openings, set sleeve through opening, and finish patch or provide trim flange around opening. C.Neatly saw cut floors and patch floor to match existing, including floor covering. D.Contractor shall field verify slab-on-grade or supported floor construction type prior to cutting. Under no circumstances shall this contractor cut a floor thicker than 4 inches, a structural floor slab, whether on grade or supported, without prior written approval from the architect. If floor slab indicated to be cut on mechanical plans is found to be structural in nature, do not cut. Contact architect immediately for further directions. E.Core drill and sleeve all round openings. F.Do not cut any structural components without architect's written approval, including, but not limited to roof joists, columns, floor joists, beams, girders, structural floor slabs, rebar, etc. G.Patch, and finish to match adjacent areas that have been cut, damaged or modified as a result of the installation of the mechanical systems. Fire-stop all penetrations of fire rated construction in a code approved manner. H.All contractors shall confirm with owner, prior to bid, times available for noise producing work such as cutting and core drilling of floors, walls, etc. as well as times for work which requires access into adjoining tenant spaces. Include any premium time in bid. I.Exact location of roof top air conditioning units shall be approved by the structural engineer. Mechanical contractor shall furnish and install all supplemental support steel for equipment and roof penetrations after approval of structural engineer. J.The mechanical contractor shall coordinate work with the general contractor prior to construction. The mechanical contractor shall provide information regarding openings in walls, floors, etc., concrete equipment pads and foundations to the general contractor. If the mechanical contractor fails to comply with this request, or if incorrect information is given, the necessary cutting and patching will be performed by the general contractor, the mechanical contractor's expense. K.All openings required for this branch of work shall be accomplished in time to be incorporated in, and be compatible with the construction program; otherwise this contractor shall be responsible and pay for all changes made necessary for his failure to do so. Pipe holes in floors and walls shall be core drilled if not sleeved during construction. 25.Refer to mechanical, plumbing, fire protection, and electrical plans for location of mechanical, plumbing, and electrical equipment. Coordinate location of disconnect switch associated with each piece of mechanical and plumbing equipment with electrical contractor. 26.Installation requirements for all HVAC, plumbing, and fire protections systems shall be reviewed and coordinated with all other trades involved prior to rough-in. Give equipment shop drawings from installer/supplier/contractor equipment, as required, for review and coordination to all other trades involved. Contact architect/engineer with any discrepancies found between construction drawings and equipment being furnished prior to rough-in. 27.The contractor shall furnish all access panels or doors in hard ceilings and walls with a size as required for servicing and testing, for equipment, valves and/or devices furnished under this contract. The general contractor shall install access panels. The contractor shall coordinate the size and location of each access panel with the architect and general contractor prior to rough-in. 28.Firestopping A.All penetrations through fire rated walls associated with the installation shall be sleeved and fire-stopped using a UL approved method. UL approved method shall meet or exceed fire rating of structure being penetrated. Reference architectural plans for fire rated structures. If shown, reference architectural, mechanical and electrical drawings for penetration details. B.All openings through fire rated walls, floors, and/or roofs for ductwork, piping, conduit, etc., shall be fire sealed with a calcium salicate, silicone “RTV” foam, “3M” fire rated sealants, Hilti Firestop Systems, or approved equal to maintain the intended fire rating and associated UL ratings as recommended by the architect and/or sealant manufacturer. C.All fire stopping sealants shall be thixotropic so as not so slump or sag and shall be trowelable. Fire stopping sealants shall be intumescent and shall be free of asbestos, halogens, and volatile solvents. D.Fire stopping materials shall be classified in the Underwriters Laboratories (UL) fire resistance directory or listed in the Warnock Hersey International Directory. 29.All equipment and devices for this project must be UL listed. Devices, equipment, systems shall be installed per National Electrical Code requirements and manufacturer's instructions. 30.All conduit and cabling shall be properly supported as required by the National Electrical Code. For existing installations, the contractor shall be responsible to replace and/or rework existing conduit and/or cabling that is not in compliance with this requirement. 31.All materials and work in the ceiling return air plenum shall be approved for plenum rated application in accordance to the current building code. Where open wiring methods for low voltage systems is permitted by the contract documents and local authority, the conductor insulation must be plenum rated. 32.All hot water heating supply and return branch run-out piping shall be 3/4 inches unless otherwise noted on drawing. 33.Shop Areas and Material Storage A.No plumbing or mechanical trade is permitted to use as shop working area, any concrete slab that is to receive metallic waterproofing, asphalt tile, plastic tile, etc., except by express permission of the architect. B.The contractor shall make provisions for the delivery and safe storage of his materials and equipment in coordination with the work of others. Materials and equipment shall be delivered at such stages of the work as will expedite the work as a whole and shall be marked and stored in such a way as to be easily checked and inspected. The arrival and placing of large equipment items shall be scheduled early enough to permit entry and setting when there is no restriction or problem due to size and weight. DEMOLITION 1.The architectural drawings are to be used only as a guideline for demolition. The contractor must visit the site prior to bidding to verify all work required for a complete job and include the cost of such work in his bid. 2.The mechanical drawings are intended to show only the general existing building construction within the area of demolition. The drawings do not show all systems, quantities, sizes, obstructions, etc., and are not intended to be used by the contractor to define the complete scope of demolition. The contractor must field verify the actual building and systems conditions to define all elements within the scope of demolition. 3.Examine areas and conditions under which demolition work must be performed. This contractor shall coordinate his work with other trades performing demolition work and/or demolition work performed by the owner. In every instance of demolition and/or remodeling, the contractor shall figure a complete job as none other shall be accepted. 4.The extent of work shown or not shown shall include removal and legally dispose off site, all the items and systems being removed. 5.Where temperature controls are indicated for demolition, retain the services or a temperature control contractor to perform such demolition. 6.This contractor shall retain on the premises in neatly stacked piles where instructed for selection by the owner, all material, wire, fixtures and/or equipment which are specified to be removed or replaced. All such items, not selected for salvage by the owner, shall become the property of this contractor and shall be removed from the premises and legally disposed. 7.Conform to all applicable codes for demolition of items and systems, safety of adjacent systems, dust control, legal run-off control, disposal and all items necessary to complete the work completely. 8.Demolition shall be done in a manner so as not to damage adjacent work and not affect the operation of systems to remain in use. Any item to remain that is damaged by the contractor shall be replaced and/or repaired at the contractor's expense. 9.Demolition and cutting shall be done in a manner which does not deform or apply loads to the existing framing and equipment of the building to remain. 10.All walls, ceilings, floors, etc., being disturbed by the work shall be returned to finished conditions to match existing by the contractor and contractor shall do his own cutting and patching as necessary under his contract. 11.The contractor shall maintain existing services to and in the existing area as required. 12.The existing systems to remain are to be supported as required until the modified elements are installed and supported. 13.Existing slabs shall be saw-cut in a manner that does not cause the steel framing or the rebar supporting the slab to be cut. Contractor shall field verify slab thickness and rebar spacing. 14.Existing slabs shall be core drilled at reentrant corners of new floor openings to prevent over cutting. 15.The demolished systems shall be reduced to pieces of a weight, and transported across the remaining structure in a manner, such that the remaining structure is not overstressed. 16.The electrical contractor shall disconnect and remove electric service to all mechanical equipment being removed as a result of the renovation. 17.Equipment and devices shall be removed complete including hangers, supports, controls, conduit, wire, pipes, ductwork, etc. Wiring shall be disconnected at circuit breakers, removed and breakers marked “spare.” 18.All open ended piping and ductwork that is to remain shall be capped and property secured. 19.Any existing pipes, ductwork, conduit, low voltage control, wiring and/or electrical and mechanical devices being disturbed by the work shall be reworked by this contractor as required to return to its former existing operating condition. 20.Any pipes or ductwork, or control wiring, or tubing feeding through devices or equipment being relocated, reworked, or abandoned and serving other devices, and/or equipment shall be maintained in working condition. 21.Mechanical contractor shall remove and reclaim any refrigerant in existing systems prior to demolition of any equipment according to federal requirements. 22.All asbestos removal will be handled by the owner and is not a part of this work. 23.Use of explosives shall not be permitted. 24.Existing architectural, mechanical and electrical equipment and systems shall be protected from damage resulting from demolition. 25.Contractor shall submit a proposed deconstruction sequence to the owner and architect for review prior to commencement of work. EXCAVATING/BACKFILLING 1.The contractor shall familiarize himself with the survey and the geotechnical investigation report before starting construction. All underground work shall be in accordance with the recommendations of the geotechnical report except where noted otherwise on drawings or specifications. 2.All building pad preparation and patching shall follow the recommendations of the geotechnical report and the structural drawings and architectural drawings (uno). 3.All objectionable materials encountered are to be removed from excavated areas of the site per the geotechnical report. 4.If unstable subgrade sectors cannot be stabilized by excavation and re-compaction, then crushed stone or similar coarse aggregate materials shall be rolled into the subgrade until a firm subgrade reaction is achieved. 5.The geotechnical engineer shall determine on site or off site imported material that can be used for engineered fill. All fill material shall be approved by the geotechnical engineer. 6.The proposed engineered fill materials are to be placed in lifts not exceeding eight (8) inches in loose measured thickness. Each lift is to be compacted as follows: AH.Slab on grade: Minimum of 95 percent maximum density by ASTM D698. 7.All fill materials shall be free of organic contaminations and other deleterious matter. 8.For back fill against basement walls, retaining walls, footings, etc., place in 8 inch thick layers, with each lift compacted at near optimum moisture content, until a minimum in place density of 95 percent of the maximum density as determined by ASTM D698 is achieved. 9.All soil surrounding and under footing shall be protected from frost action and freezing during the course of construction. 10.Notify structural engineer of any unusual soil conditions that are in variance with the geotechnical report. MECHANICAL LEGEND SANITARY SEWER PIPING STORM PIPING VENT PIPING CONDENSATE DRAIN PIPING DOMESTIC COLD WATER PIPING GAS PIPING EXISTING PIPING TO REMAIN EXISTING PIPING TO BE REMOVED PIPE UNION BALANCE VALVE CHECK VALVE SHUTOFF VALVE RELIEF VALVE STRAINER PRESSURE GAUGE W/COCK THERMOMETER POINT OF CONNECTION EQUIPMENT TAG REFRIGERANT LIQUID REFRIGERANT SUCTION DRAIN LINE EXISTING DUCTWORK EXISTING DUCTORWORK TO BE REMOVED THERMOSTAT SENSOR SUPPLY OR OUTDOOR AIR DUCT RETURN OR RELIEF DUCT DUCT LINING G CW V CD ST SAN XX XX RL RS D AC-1 S T DIRECTION OF FLOW UTILITY METERM CO2 CARBON DIOXIDE DETECTORSMODULATING VALVE GREASE VENTGV EXHAUST DUCT DUCT UP DUCT DOWN DUCT-TYPE SMOKE DETECTOR WITH REMOTE TEST STATION AND AUXILIARY RELAY FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR; INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR PER CODE. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR AND MANUFACTURER. PROVIDE CONDUIT AND WIRING NECESSARY TO SHUT DOWN HVAC UNIT UPON ACTIVATION OF SMOKE DETECTOR. DOMESTIC RETURN HOT WATER PIPING - 120° F DOMESTIC HOT WATER PIPING - 120° FHW (120°) RHW (120°) HW (140°)DOMESTIC HOT WATER PIPING - 140° F ABBREVIATIONS A AMPS AD AREA DRAIN ADD'L ADDITIONAL AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHU AIR HANDLING UNIT AP ACCESS PANEL ARCH ARCHITECTURAL BLDG BUILDING BOT BOTTOM C CONDENSER CD CEILING DIFFUSER CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CI CAST IRON (C)CENTERLINE CLG CEILING CO CLEANOUT COL COLUMN CONV CONVECTOR CTX CONNECT TO EXISTING CUH CABINET UNIT HEATER D DAMPER (Ø)DIAMETER DN DOWN DWG DRAWING EA EXHAUST AIR EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EM EMERGENCY EQ EQUIPMENT ETR EXISTING TO REMAIN EUH ELECTRIC UNIT HEATER EWH ELECTRIC WATER HEATER (E)EXISTING EXP EXPANSION FA FIRE ALARM FCU FAN COIL UNIT FD FLOOR DRAIN / FIRE DAMPER FFE FINISH FLOOR ELEVATION FPC FIRE PROTECTION CONTRACTOR FS FLOW SWITCH G GRILLE (EXHAUST, RETURN, OR TRANSFER) GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GE GENERAL EXHAUST GRE GRAVITY ROOF EXHAUSTER GWH GAS WATER HEATER HB HOSE BIBB HORIZ HORIZONTAL HP HORSEPOWER HVAC HEATING, VENTILATION, AIR CONDITIONING IE INVERT ELEVATION KEC KITCHEN EQUIPMENT CONTRACTOR KEF KITCHEN EXHAUST FAN KHE KITCHEN HOOD EXHAUST KVA KILOVOLT AMPERE KW KILOWATT L LOUVER LAV LAVATORY LT LAUNDRY TUB LTG LIGHTING MAU MAKE-UP AIR UNIT MAX MAXIMUM MB MOP BASIN MBH 1,000 BTUH MC MECHANICAL CONTRACTOR MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MTD MOUNTED NEC NATIONAL ELECTRIC CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OC ON CENTER OD OVERFLOW DRAIN P PUMP PC PLUMBING CONTRACTOR PH () PHASE PRE POWER ROOF EXHAUSTER PRV PRESSURE REDUCING VALVE PSF POUNDS/SQUARE FOOT PSI POUNDS/SQUARE INCH PVC POLYVINYL CHLORIDE RA RETURN AIR RAD RADIUS RD ROOF DRAIN REQ'D REQUIRED RTU ROOF TOP UNIT SA SUPPLY AIR SECT SECTION SK SINK SOVB SHUT-OFF VALVE BOX SQ SQUARE STL STEEL STRUCT STRUCTURAL TA TRANSFER AIR TC TEMPERATURE CONTROL CONTRACTOR TPV TRAP PRIMER VALVE TS TAMPER SWITCH TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL V VOLTS VERT VERTICAL VTR VENT THRU ROOF W WATTS W/WITH WCO WALL CLEANOUT WH WALL HYDRANT X'FMR TRANSFORMER L GENERAL NOTES GW GREASE WASTE 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:05 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M0.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M0.1MECHANICAL GENERAL NOTES \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M0.1.dwg, M0.1, 10/31/2016 3:05:13 PM, 1:1 ROOFTOP AIR CONDITIONING UNIT SCHEDULE (GAS-FIRED) MARK MANUFACTURER MODEL No. SERVICE SUPPLY AIR CFM MIN. OUTDOOR AIR CFM ESP ("WC) HP FAN RPM HEATING INPUT/OUTPUT (MBH) ELECTRICAL (VOLT/PH) REMARKS HEATING EAT/LAT (°F) No. OF STAGES TOTAL COOLING CAPACITY (MBH) SENSIBLE COOLING CAPACITY (MBH) EER COOLING EAT DB/WB (°F) FILTER EFF (%) MCA MOCP OPERATING WEIGHT (LBS) COOLING LAT DB/WB (°F) NOMINAL TONS REFRIGERANT TYPE REMARKS: 1.ACCEPTABLE MANUFACTURERS; CARRIER, McQUAY, LENNOX, TRANE, YORK. 2.PROVIDE WITH SINGLE POINT POWER CONNECTION, CONVENIENCE OUTLET AND DISCONNECT, ECONOMIZER WITH POWER EXHAUST, CONDENSER HAIL GUARD. 3.UNIT SHALL BE MOUNTED ON EXISTING CURB. PROVIDE CURB ADAPTER IF REQUIRED. GAS MIN/MAX OPERATING PRESSURE ("WC) VITREOUS CHINA, ELONGATED BOWL, SIPHON JET FLUSH ACTION, PRESSURE ASSISTED, 1.6 GPF, FLOOR MOUNTED, CHURCH MODEL 295SSCT HEAVY DUTY PLASTIC, OPEN FRONT SEAT WITH SELF SUSTAINING CHECK HINGE. MEETS ADA GUIDELINES. "CADET" 2467.016 PROVIDE DISTRIBUTION UNIT FOR MULTIPLE DRAIN CONNECTIONS. CAST IRON BODY, NICKEL BRONZE TOP. DUCO CAST IRON CAULK FERRULE AND CAST IRON LEAD SEAL PLUG WITH STAINLESS STEEL ROUND COVER AND SCREW. WC-1 ADA LAV-1 ADA DWG. DESIGNATION FIXTURE MANUFACTURER MODEL C.W.H.W.SAN VENT DESCRIPTION PLUMBING FIXTURE CONNECTION SCHEDULE TPV-1 CO-1 CO-2 NOTE: 1. REFER TO SPECIFICATIONS FOR APPROVED EQUAL MANUFACTURERS. WATER CLOSET LAVATORY TRAP PRIMER VALVE CLEANOUT CLEANOUT AMERICAN STANDARD AMERICAN STANDARD PRECISION PLUMBING ZURN J.R. SMITH No.1 4402 ZN1400 4"2"1/2"- --SEE PLANS SEE PLANS --SEE PLANS SEE PLANS --SEE PLANS SEE PLANS 18-1/4" x 12-1/8" WHITE, UNDERCOUNTER, FRONT OVERFLOW, MOUNTING KIT AND TEMPLATE; FAUCET: MOEN "VIA" "S8000" SINGLE HANDLE LAVATORY FAUCET, CHROME FINISH, 1.0 GPM AERATOR. TRUEBRO LAVGUARD INSULATION, TRAP & SUPPLY INSULATORS AND WALL HANGER. MOUNT AT BARRIER-FREE HEIGHT. MEETS ADA GUIDELINES. INSTALL THERMOSTATIC MIXING VALVE EQUAL TO POWERS e480 SERIES, CONFORMING TO ASSE 1070. SET OUTLET AT 105ºF. "STUDIO" 0614.300 1/2"1/2"1-1/4"1-1/4" VENTILATION AIR SCHEDULE SPACE BAR/DINING FLOOR AREA (SF) SPACE VENTILATION AIR REQUIREMENTS (ASHRAE 62.1) OCCUPANCY CFM PER ZONE PERSON EFFECTIVENESS MINIMUM CFM 4425 250 33407.5 0.18 CFM PER SF 0.8 SERVICE OUTSIDE AIR CFM RTU-2,3,4 3340 KITCHEN 1458 10 7.5 0.12 3120.8 REQUIRED MECH/ELEC 80 0 0.0 0.06 60.8 RTU-1 350 OFFICE 67 1 5.0 0.06 110.8 RTU-1 15 LENNOX KGA180 KITCHEN 6000 350 0.8 3 785 260/208 63.9/104.0 4/14 2 182.1 138.4 R410a 12.0 80/67 56/55 MERV 8 1,2,3 2400 208/3 80 69 RTU-4 13 LENNOX KGA156 BAR 5200 1500 0.8 3 755 260/208 48.4/94.7 4/14 2 156.5 117.4 R410a 12.0 80/67 56/55 MERV 8 2200 208/3 70 62 RTU-2 15 LENNOX KGA180 DINING 6000 1600 0.8 3 785 260/208 49.3/89.4 4/14 2 182.1 138.4 R410a 12.0 80/67 56/55 MERV 8 2400 208/3 80 69 RTU-3 15 LENNOX KGA180 DINING 6000 1600 0.8 3 785 260/208 49.3/89.4 4/14 2 182.1 138.4 R410a 12.0 80/67 56/55 MERV 8 2400 208/3 80 69 NOTE: REFER TO FINAL K.E.C. DRAWINGS TO COORDINATE CONNECTION REQUIREMENTS. - ----1/2 - UNDERBAR ICE CHEST1B9 ----- ---1/2-1/2 UNDERBAR HAND SINK1B5 HW(140º)---2GLASSWASHER1B3 ----1------UNDERBAR GLASS RACK1B2 PLUMBING REMARKSGASAFF (IN)MBTUHGASSIZE (IN)INDIRECT DRAINSIZE (IN)DIRECT DRAINAFF (IN)DIRECT DRAINSIZE (IN)COLD WATERAFF (IN)COLD WATERSIZE (IN)HOT WATERAFF (IN)HOT WATERSIZE (IN)EQUIPMENT CATEGORYQTY ITEM NO 1-1/2-1/2-1/2 ------ ---1-1/2---1/2-1/2UNDERBAR BLENDER STATION1B10 -----1/2-----DRIP PAN, TOP MOUNTED, CUTOUT1B11 KITCHEN & BAR EQUIPMENT PLUMBING ROUGH-IN SCHEDULE ----1UNDERBAR GLASS RACK1B4 ------ ----1-1/2UNDERBAR BLENDER STATION1B7 ---1/2-1/2 --1431-------ROTISSERIE GRILL2K3 --4063/4------- --60(2)3/4(2)------- RANGE, RESTAURANT, GAS1K5 OVEN, CONVECTION, GAS1K6 --1053/4-------FRYER, DEEP FAT, GAS2K7 ----1-1/2---1/2--DIPPERWELL AND FAUCET1K13 --------1/4--COFFEE MAKER, AUTOMATIC1K28 ----1-1/2------ICE CREAM CABINET1K11 ----1-1/2---1/2-1/2SINK, SCULLERY, 1-COMP.1K15 FLOW NOTE: 1.CLEANOUT SHALL BE THE SAME SIZE AS THE PIPE TO WHICH IT IS CONNECTED UP TO 4". FOR PIPES LARGER THAN 4", THE MINIMUM SIZE OF THE CLEANOUT IS 4". FLOOR CLEANOUT DETAIL N.T.S. FLOW SECURE RIM FLUSH WITH FINISHED FLOOR FINISHED FLOOR ADJUSTABLE HOUSING PIPING MAIN FINISHED FLOOR WALL CLEANOUT DETAIL N.T.S. FERRULE SLOTTED HEAD TAPPED PLUG POLISHED STAINLESS STEEL COVER PLATE WITH SECURING SCREW SANITARY OR STORM PIPING AIRFLOW45°AIRFLOWDIM "B" 1.25xDIM "B" 4" MIN.AIRFLOW1.25xDIM "B"AIRFLOWAIRFLOW45° 4" MIN. DIM "B" DIM "B" SUPPLY, RETURN OR EXHAUST DUCT FOR USE WHEN A BRANCH TAKE-OFF IS TO HANDLE MORE THAN 25% OF THE AIR HANDLED BY THE MAIN DUCT RECTANGULAR TO ROUND DUCT SUPPLY DUCT RETURN OR EXHAUST DUCT SUPPLY DUCT FLAT OVAL DUCT BRANCH TAKE-OFF SIMLAR RETURN OR EXHAUST DUCT DUCT BRANCH TAKE-OFF DETAILS N.T.S. CONCENTRIC SPIN-IN FITTING INCREASING RADIUS ELBOW CONCENTRIC TEE FITTING ECCENTRIC TEE FITTING SIZE THE LEADING END OF THE ELBOW IN THE SAME RATIO TO THE MAIN DUCT SIZE AS THE RATIO OF THE RELATIVE AIR QUANTITES HANDLED RADIUS = .75 x 8 (MULTIPLE DRAINS) TRAP PRIMER DETAIL N.T.S. NEAREST COLD WATER SOURCE TRAP PRIMER VALVE DISTRIBUTION UNIT 1/2" CONTINUOUS SOFT COPPER TUBING, TYP. (NO JOINTS) SHUT-OFF VALVE SLEEVE AND SEAL PIPING THRU SLAB (TYP.)FLOOR DRAIN FINISHED FLOOR TO OTHER FLOOR DRAINS (TYPICAL) SANITARY LINE TRAPALTERNATE: CONNECT WATER LINE HERE IF DRAIN BODY DOES NOT HAVE A TRAP PRIMER CONNECTION. TRAP PRIMER CONNECTION ROOFTOP UNIT INSTALLATION N.T.S. ROOFTOP EQUIPMENT CURB CAPPING N.T.S. (KEF) EXISTING ROOFTOP EQUIPMENT TO BE REMOVED COMPLETE. DISCONNECT ELECTRICAL WIRING AT CIRCUIT BREAKER & MARK "SPARE". ANY EQUIPMENT DESIGNATED BY OWNER TO BE SALVAGED SHALL BE PROTECTED & DELIVERED TO THE OWNER ON SITE. PROVIDE & INSTALL NEW GALVANIZED SHEET METAL CURB CAP OVER ENTIRE ROOF CURB W/MIN. 3" FLASHING OVER ROOF CURB. SEAL ENTIRE PERIMETER OF CURB CAP W/SILICONE WEATHER TIGHT. PAINT CURB CAP W/2 COATS OF RUST INHIBITIVE PAINT, COLOR TO MATCH ROOF DECK COLOR. PACK & FILL ENTIRE CURB CAVITY W/FIBERGLASS INSULATION. SHEET METAL CAP. PACK OPENING BETWEEN ROOF DECK AND DUCTS & ENTIRE CURB CAVITY WITH FIBERGLASS INSULATION. PROVIDE SHEETMETAL ENCLOSURE AT DUCT PENETRATION OF METAL ROOF DECK TO COVER UP & HOLD INSULATION IN PLACE. FLEXIBLE DUCT CONNECTION (TYPICAL) ROOF FRAMING. NOTES: 1.FOR UNITS NOT SUPPLIED WITH SMOKE DETECTORS INSTALL SMOKE DETECTORS, PROVIDED BY THE ELECTRICAL CONTRACTOR, IN DUCTWORK WHERE INDICATED ON PLANS. 2.PROVIDE 1" ACOUSTICAL DUCT LINING IN SUPPLY AND RETURN DUCTS FROM UNIT CONNECTION TO POINTS INDICATED ON PLANS. 3.TRANSITION SUPPLY AND RETURN UNIT CONNECTIONS TO SIZES INDICATED ON PLANS. EXISTING ROOF CURB ROOF CURB ADAPTER (IF REQUIRED)R.A.S.A.AIR BALANCE SCHEDULE RTU-1 6000 REMARKSEXHAUST AIROUTSIDE AIRRETURN AIRSUPPLY AIRUNIT EF-1(E)- KEF-1(E)- 5250 - - 750 - - - 700 600 - RESTROOM EXHAUST DISHWASHER EXHAUST TOTAL 23200 17950 15690 14350 +9.3% PRESSURE RTU-2 6000 4500 1500 -- RTU-3 6000 4500 1500 -- RTU-4 5200 3700 1500 -- KEF-2(E)---5000 HOOD EXHAUST KEF-3(E)---5200 HOOD EXHAUST MAU-1(E)--10440 -- GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER MODEL No. FRAME OR BORDER TYPE MODULE SIZE DAMPER MODEL NUMBER FINISH REMARKS REMARKS: 1.ACCEPTABLE MANUFACTURERS; TITUS, PRICE, TUTTLE AND BAILEY, KRUEGER, NAILOR, ANEMOSTAT. 2.PROVIDE WITH MUD-IN FRAME, CONNECTOR CLIPS FOR CONTINUOUS SLOT, AND END CLIPS. 3.FINISH TO MATCH ADJACENT CEILING/STRUCTURE. LD-1 TITUS FL-10 SURFACE 1 SLOT, 48" LONG N/A BY ARCH 1,2,3 AIR FLOW FLOWBAR REGISTER METAL BAND OPERATOR WITH ACCESS FROM FACE OF REGISTER CABLE 1'-0" INSULATED FLEXIBLE CONNECTION INSULATED ROUND SUPPLY DUCT TO SUPPLY AIR MAIN INSULATED PLENUM PLENUM COLLAR MANUAL DAMPER WHEN ACCESSIBLE SECURELY TAPE VINYL DUCT TO SHEET METAL WITH A MINIMUM OF TWO (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX DUCT INSULATION & VINYL TO SHEET METAL. TAPE INSULATION TO DUCT TO FORM A GOOD SEAL. REMOTE DAMPER ADJUSTMENT WHEN REQUIRED YOUNG REGULATOR #5020CC OR #830-CC WITH OPERATOR NOTE: THERMAL INSULATING BLANKET REQUIRED FOR FIRE RATED CEILINGS ONLY LINEAR REGISTER MOUNTING DETAIL N.T.S. 1,2,3 1,2,3 1,2,3 MANUFACTURER MODEL No. GPM T °F WATTS ELECTRICAL (VOLT/PH) REMARKS MARK INSTANTANEOUS ELECT. WATER HEATER SCHEDULE REMARKS: 1.ACCEPTABLE MANUFACTURERS; CHRONOMITE, EEMAX, BOSCH, STEIBEL-ELTRON. 2.BASED ON 55ºF ENTERING WATER TEMPERATURE. IWH-1 CHRONOMITE M-40 1.0 57 8320 208/1 1,2 IWH-2 CHRONOMITE M-40 1.0 57 8320 208/1 1,2 CAST IRON BODY WITH WHITE ACID RESISTANT COATED INTERIOR, DOME BOTTOM STRAINER, 12"x12"x8" WITH 3/4 GRATE. Z1901-17FLOOR SINKFS-1 J.R. SMITH --SEE PLANS SEE PLANS VITREOUS CHINA, WALL MOUNTED, ELONGATED RIM, 2" DRAIN, SLOAN MODEL 186-1.0 FLUSH VALVE, 1.0 GPF. MOUNT FIXTURE AT BARRIER FREE HEIGHT. MEETS ADA GUIDELINES. "WASHBROOK" 6590.001 UR-1 ADA URINAL AMERICAN STANDARD 3/4"-2"1-1/2" 1 2 3 REMARKS: 1.ASSUMED WALL-MOUNTED CANOPY 80/20 TYPE I HOOD WITH HEAVY DUTY COOKING APPLIANCES. CONTRACTOR TO VERIFY IN FIELD. 2.ASSUMED EXHAUST RATE. CONTRACTOR TO VERIFY IN FIELD. 3.ASSUMED EXHAUST RATE OF 2 CFM/SF. CONTRACTOR TO VERIFY IN FIELD. 1 1 KEF-4(E)---2850 HOOD EXHAUST1 --------1/4--ICED TEA BREWER1K30 ----5/8---1/2--DROP-IN, WATER STATION1K31 HW(140º)---1-1/2-----1/2WAREWASHER, RACK CONVEYOR1K23 MANUFACTURER BACKFLOW PREVENTER SCHEDULE MODEL No. SIZE REMARKS TYPE SERVICE MARK REMARKS: 1.ACCEPTABLE MANUFACTURERS; WATTS, FEBCO, ZURN, AMES, CONBRACO. 1 MATCH EQUIP. SEE PLANS DUAL CHECK LF-7 WATTS BFP-1 INSIDE SILL FITTING, WALL-MOUNTED, CHROME-PLATED, VANDAL-PROOF, LEVER HANDLE W/SIXTEEN POINT TAPERED BROACH, AND SECURED RED INDEX BUTTON. HB-1 HOSE BIBB CHICAGO 293-369HOTCP 3/4"--- 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:05 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M1.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M1.1MECHANICAL SCHEDULES \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M1.1.dwg, M1.1, 10/31/2016 3:05:23 PM, 1:1 N HVAC FLOOR PLAN 1/4" = 1'-0" 34x16(E)22x16(E)16x14(E)36x16(E)16x9(E)38x22(E)38x14(E)28x14(E)16x14(E)16x14(E)16x14(E)16x14(E)16x14(E)16x14(E)26x22(E)36x16(E)26x22(E)22x16(E)22x14(E)16x14(E) 22x20 16x20 1 EUH 1(E) AC 1(E) EBB 1(E) T RTU-4TRTU-1 TRTU-2 T RTU-3 4 13 (E) RETURN DUCT(E) RETURN DUCT(E) RETURN DUCT (E) RETURN DUCT 22 2 2 2 2 3 3 CODED NOTES: 1.EXISTING HVAC, DUCTWORK, AND DIFFUSERS IN THIS AREA TO REMAIN. REBALANCE SUPPLY AIR DIFFUSERS TO 250 CFM AND EXHAUST GRILLES TO 350 CFM. 2.DUCTWORK AND DIFFUSERS IN THIS AREA SHALL BE CLEANED AND PAINTED TO MATCH ADJACENT CEILING AND/OR STRUCTURE. COORDINATE WITH ARCHITECTURAL PLANS. 3.EXISTING DIFFUSERS TO REMAIN. CONTRACTOR TO CLEAN. 4.REMOVE EXISTING HOOD AND ALL ASSOCIATED DUCTWORK, FANS, AND ACCESSORIES. 5.DISCONNECT ALL DUCTWORK FROM EXISTING AND CONNECT TO NEW WITH FLEX CONNECTION. CONTRACTOR SHALL PROVIDE ALL NECESSARY DUCTWORK FOR OFFSETS AS REQUIRED. 6.RELOCATE EXISTING DIFFUSER AND EXTEND NEW DUCTWORK OF SAME SIZE AS SHOWN. CONTRACTOR TO SUPPLY ADDITIONAL DUCTWORK AS REQUIRED. 7.REMOVE EXISTING DIFFUSER AND REPLACE WITH LD-1. CONTRACTOR TO PROVIDE ALL NECESSARY DUCTWORK FOR OFFSETS. UNUSED PORTIONS SHALL BE PROVIDED WITH AN INSULATED BLANK OFF PANEL. 8.EXISTING EQUIPMENT TO REMAIN. CLEAN AND REFURBISH TO LIKE-NEW CONDITION. 9.CONTRACTOR TO PAINT TO MATCH ADJACENT WALL. 10.REMOVE EXISTING THERMOSTAT AND REPLACE WITH NEW PROGRAMMABLE THERMOSTAT. THERMOSTAT TO BE PROVIDED AND INSTALLED BY MC. 11.CONTRACTOR TO VERIFY IF DUCT SMOKE DETECTOR IS EXISTING AND OPERATIONAL. PROVIDE NEW IF REQUIRED. 12.EXISTING GRILLE TO BE REMOVED, INCLUDING ALL DUCTWORK AND ACCESSORIES. 13.EXISTING HOOD TO REMAIN, INCLUDING ALL ASSOCIATED DUCTWORK, FANS, AND ACCESSORIES. 14.REMOVE EXISTING DIFFUSER AND PATCH DUCTWORK AS REQUIRED. 15.REBALANCE DIFFUSER TO 500 CFM. 16.REBALANCE DIFFUSER TO 400 CFM. # S S S S (E) RETURN DUCT EBB 2(E) 8 9 8 9 10 10 1010 8 8 11 11 11 11 5 5 5 5 7 6 (TYP.4) LD-1, 8"Ø 200 CFM (TYP.3) 12 (TYP.4) 13 13 (E) SUPPLY DUCT3 (TYP.4) 7 6 15146 16 15 (TYP.5)(TYP.2) (TYP.5) 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:05 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M2.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M2.1HVAC FLOOR PLAN \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M2.1.dwg, M2.1, 10/31/2016 3:05:39 PM, 1:1 N HVAC ROOF PLAN 1/4" = 1'-0" EXISTING ROOF AND OVERFLOW DRAINS (TYP. 4) KEF 1(E) KEF 3(E) KEF 2(E) RTU 115 TONS RTU 215 TONS RTU 315 TONS RTU 415 TONS MAU 1(E) EF 1(E) 4 3 2 3 3 3 1 1 1 1 CODED NOTES: 1.PROVIDE NEW ROOFTOP UNIT ON EXISTING CURB. 2.EXISTING MAKEUP AIR UNIT TO REMAIN. CLEAN AND REFURBISH TO LIKE-NEW CONDITION, INCLUDING BELTS, REPLACE FILTERS, ETC. 3.EXISTING EXHAUST FAN TO REMAIN. CLEAN AND REFURBISH TO LIKE-NEW CONDITION, INCLUDING BELTS OR SHEAVES, REPLACE FILTERS, ETC. 4.EXISTING EXHAUST FAN TO BE REMOVED. CAP EXISTING CURB. SEE DETAIL ON SHEET M1.1. 5.EXISTING REFRIGERATION CONDENSER TO REMAIN. # 5 5 5 5 4 KEF 4(E)3 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:05 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M2.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M2.2HVAC ROOF PLAN \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M2.2.dwg, M2.2, 10/31/2016 3:05:52 PM, 1:1 87" SHEER GRILL 87" SHEER GRILL NPLUMBING DRAINAGE PLAN 1/4" = 1'-0" FS(E) FS(E) FS(E) FS(E) FS(E)FS(E)FS(E) FS(E) FS(E) FS(E) FD(E) FD(E) FD(E) FD(E) FS(E)FD(E) FD(E) FD(E) FD(E)FD(E)CO(E)TD(E) FD(E) FD(E)GW(E)GW(E)WC-1 WC(E)WC(E) WC-1 WC(E) WC(E)UR-1 UR(E) LAV-1LAV-1 LAV-1LAV-1 CODED NOTES: 1.CONNECT NEW 3" GREASE WASTE AND 1-1/2" GREASE VENT LINES TO EXISTING 3" OR LARGER GREASE WASTE AND 2" OR LARGER GREASE VENT LINES IN SPACE. FIELD VERIFY EXACT LOCATIONS OF EXISTING LINES PRIOR TO STARTING WORK. 2.EXISTING PLUMBING TO REMAIN UNLESS NOTED OTHERWISE. 3.ALL PIPING IN THIS AREA TO REMAIN. REMOVE EXISTING FIXTURES AND REPLACE WITH NEW AS INDICATED. 4.EXISTING GREASE INTERCEPTOR TO REMAIN. 5.EXISTING FIXTURE TO BE REMOVED. CAP ALL WASTE AND VENT PIPING AT MAINS. 6.CONNECT NEW 3" SANITARY TO EXISTING 3" OR LARGER SANITARY LINE IN SPACE. FIELD VERIFY EXACT LOCATION OF EXISTING LINE PRIOR TO STARTING WORK. PROVIDE FIXTURE WITH STUDOR "MINI-MATE" OR EQUAL. 7.ROUTE INDIRECT WASTE TO NEAREST SANITARY FLOOR SINK AND TERMINATE WITH MINIMUM 2" AIR GAP. 8.CONNECT NEW 3" SANITARY AND 1-1/2" VENT LINES TO EXISTING 3" OR LARGER SANITARY AND 2" OR LARGER VENT LINES IN SPACE. FIELD VERIFY EXACT LOCATIONS OF EXISTING LINES PRIOR TO STARTING WORK. # 2 2 2 2 2 3 4 K23 K3 K7K7K6K5MB(E) SANITARY ISOMETRICS N.T.S. K3 K15 K13 K28 K30 K31 B7 B5 B3 B10 E1 E9 E10 6 B11 B2 B9 3" FS-1 W/ TPV-1 5 5 5 5 6 8 CO-2 1 CO(E) 7 7 7 7 7 7 7 7 3" FS-1 W/ TPV-1 3" 1-1/2" 3" 1-1/2" E1 B5 B11 3" 1-1/2" CO-2 CO(E) GW( E ) 3" FS-1 W/ TPV-1 3" FS-1 W/ TPV-1 SAN4"VV SAN VGWCO-1 3" FS-1 W/ TPV-1 3" FS-1 W/ TPV-1 CO-1 4" 2" 3" 3" 4" SAN V VGV GW SANSAN 8 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:06 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M3.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M3.1PLUMBING DRAINAGE PLAN \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M3.1.dwg, M3.1, 10/31/2016 3:06:05 PM, 1:1 87" SHEER GRILL 87" SHEER GRILL N PLUMBING PIPING AND GAS PLAN 1/8" = 1'-0" 2 4 4 CW(E) HW(120º)(E) RHW(120º)(E) HW(140º)(E) CW(E) HW(120º)(E) RHW(120º)(E) HW(140º)(E) GWH (E) P (E) G(E)G(E)G(E)G(E)1 1/2"(E) 1 1/2"(E) 2"(E) 2"(E) 1 1/4"(E)3"(E)3"(E) 3"(E) CODED NOTES: 1.CONNECT NEW HW & CW TO EXISTING. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO STARTING WORK. 2.ALL PIPING IN THIS AREA TO REMAIN. REMOVE EXISTING FIXTURES AND REPLACE WITH NEW AS INDICATED. 3.CONTRACTOR SHALL CONNECT NEW KITCHEN EQUIPMENT AND FIXTURES TO HW & CW LINES LOCATED BEHIND BAR COUNTER. 4.EXISTING GAS LINE THROUGH ROOF DOWN TO 18" A.F.F. TO SERVE EQUIPMENT UNDER HOOD. PROVIDE WITH MANUAL SHUT-OFF VALVE AND SOLENOID VALVE. 5.EXISTING GAS PIPING UP THROUGH ROOF. 6.EXISTING GAS METER TO REMAIN. CONTRACTOR TO VERIFY EXISTING GAS IS SIZED PROPERLY FOR NEW LOAD. TOTAL CONNECTED LOAD: 2062 MBH ESTIMATED EQUIVALENT LENGTH: 125'-0" 7.ROUTE HW & CW PIPING UNDERGROUND TO BAR. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO STARTING WORK. 8.ROUTE HW & CW PIPING DOWN WALL AND UNDER COUNTER TO HAND SINK. 9.ROUTE 1/2" CW DOWN WALL TO FIXTURE. PROVIDE BFP-1 AS REQUIRED. # WC-1 WC(E)WC(E) WC-1 WC(E) WC(E)UR-1 UR(E) LAV-1LAV-1 LAV-1LAV-1 3 5 6 2"(E) 7 IWH 2 8.32 KWIWH 18.32 KW K23 K3 K7K7K6K5 K3 K15 K13 K28 K30 K31 E1 E9 1-1/2"(E)G(E)4 1 1 1/2"3/4" 1/2" 3/4" 1/2" 3/4" 1/2" 1/2" 1/2" 1/2"9 9 8 1/2" 1 1 9 3/4"3/4" HB-1 HB-1 1 ----COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:06 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M3.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M3.2PLUMBING PIPING AND GAS PLAN \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M3.2.dwg, M3.2, 10/31/2016 3:06:20 PM, 1:1 Section 200500 - General Requirements A.General 1.Specifications are applicable to all contractors and/or subcontractors for all mechanical systems in Divisions 01, 20, 21, 22, and 23. 2.This contractor is also referred to the architectural, electrical and all other drawings and specifications pertinent to this project and fully coordinate with all other trades, owner and architect requirements. All of the above mentioned drawings and specifications are considered a part of the contract documents. 3.Conform to all Instructions to Bidders, general and special conditions of contract as specified by architect and/or owner. 4.Refer to “Alternate Proposals” for possible changes affecting the extent of this section of work. 5.Before submitting a bid, each contractor is requested to visit the job site to familiarize themselves with construction condition, check facilities and conditions and make all necessary observations and measurements. Note conditions under which work is to be performed and take all items into consideration in bid. No consideration will be given for his failure to do so. 6.Systems are to be complete and workable in all respects, placed in operation and properly adjusted. 7.Each contractor shall provide for his own clean-up, removal and legal disposal of all rubbish daily. 8.Each contractor must confirm all utility company requirements and connection points in field, prior to starting work. Each contractor shall include cost of utility company's work in their bid. 9.Arrange for and obtain owner's and insurance representative's permission for any service shutdowns. 10.Each contractor shall be solely responsible for construction means, methods, sequences of construction and the safety of workmen. 11.All contractors shall coordinate with the electrical contractor and obtain a written approval identifying the electrical characteristics of all mechanical equipment prior to ordering of equipment. No additional payment will be made for lack of contractor coordination of electrical characteristics. 12.Each contractor shall include modifying existing conditions to complete the project. During construction the contractors may uncover an existing condition that will have to be modified. Any such work which comes under the jurisdiction of this contractor shall be done by this contractor without extra cost to the owner and project. 13.Work related to the existing building shall be coordinated to minimize interference or interruption of normal building use by the owner. Refer to architectural plans for phasing requirements. 14.Ceiling grid systems shall not be supported from ductwork, heating or plumbing lines or any other utility lines, and vice versa. Each utility and the ceiling grid system shall be a separate installation and each shall be independently supported from the building structure - concrete, steel or masonry. Where interferences occur, in order to support ductwork, piping, ceiling grid systems, etc., trapeze type hangers or supports shall be employed which shall be located so as not to interfere with access to such mechanical equipment as valves, regulators, mixing boxes, fire dampers, etc. B.Work Coordination and Scope 1.Each contractor under this division shall familiarize himself with the work to be done under other divisions of this specification and their related drawings and shall so coordinate and schedule his work as not to cause delays or interference with the work of others. Such coordination and scheduling shall accomplish the installation of mechanical and plumbing equipment and piping with a minimum of cutting through masonry and other adjustments. 2.Work included under this division shall consist of furnishing all materials, supplies, equipment, tools, transportation and facilities and performing all labor and services necessary for the complete installation of the mechanical systems of plumbing, fire protection, heating, ventilating, air conditioning, and specialty systems. 3.The contractor under this division shall report discrepancies in the work of others which affect his work. Any changes made necessary by failure or neglect to report such discrepancies shall be made by and at the expense of the contractor of this division. Obtain written instructions for changes necessary to accommodate work of others. 4.The contractor under this division shall be responsible for proper size and location of anchors, chases, recesses, opening, etc., required for the proper installation of his work. 5.The division of responsibility under separate mechanical, fire protection and plumbing contracts for tie-in points shall be as follows: a.The plumbing contractor shall provide domestic water and gas to within five feet (5'-0”) of equipment connection furnished by the mechanical or electrical contractor, final connection by mechanical or electrical contractor. On the water lines, the plumbing contractor shall provide the shut-off valve, check valve, backflow preventor and pressure regulator. On the gas lines, the plumbing contractor shall provide the shut-off valve and pressure regulator. b.Fire protection, plumbing and mechanical contractor shall provide sleeves to the general contractor for placement in floors, walls, etc. and coordinate such location. The plumbing contractor shall be responsible for flashing at vent roof terminals. c.The fire protection, plumbing and mechanical contractor shall check with the architectural drawings concerning the test borings to determine areas of rock which should be included in his excavation work. Failure to adjust for rock conditions shall not warrant cause for additional compensation. d.The plumbing contractor shall rough-in and connect all other fixtures and equipment where shown on the drawings but not previously mentioned. Provide with shut-off valves and p-traps with clean-out plug. 6.Each contractor shall provide OSHA approved handrail (Guard) system for all roof mounted equipment within 10'- 0” of roof edge where the roof edge does not have a 42” high parapet or higher. C.Codes, Permits, Standards and Regulations 1.Contractors shall install work in full accordance with rules and regulations of all applicable codes (local, city, county, state, national codes, NFPA, OSHA, etc.), government regulations, utility company requirements, and applicable standards having jurisdiction over premises. This shall include safety requirements of the state department. Do not construe this as relieving contractor from compliance with any requirements of specifications which are in excess of code requirements and not in conflict therewith. 2.Contractors shall secure and pay for all fees, permits, and certificates of inspection incidental to this work required by foregoing authorities. Arrange for all required inspections and approvals. 3.Contractor shall be responsible for payments to all public utilities for work performed by them in connection with provision of service connections required under this division of specifications. 4.Deliver all permits and certificates to architect in duplicate. D.Design Drawings 1.The design drawings, as submitted, are diagrammatic and are not intended to show exact location of equipment, piping and ductwork unless dimensions are given. Piping and ductwork are to be installed along the general plans shown on the drawings while conforming to actual building conditions. Each contractor shall confirm all dimensions by field measurement. 2.Before entering into a contract, the successful bidder may be required to submit satisfactory evidence to show that the manufacturer of all parts of the equipment offered have been regularly engaged in the manufacture of such equipment for three (3) years and have not less than three (3) installations of a similar type which have been in successful operation under conditions similar to those specified for not less than two (2) years. 3.All equipment, piping and material specified herein after as shown on the drawings shall be furnished and installed by the contractor, unless specifically indicated to the contrary. Installation shall comply with all required “Building Codes” and “Reference Standards.” 4.If this contractor proposes to install equipment requiring space conditions other than those as specified and/or shown on the design drawings, or to rearrange the equipment, he shall assume full responsibility and submit drawings for the rearrangement of the space and shall obtain the full approval of the architect prior to start of any work. 5.The exact locations for fixtures, equipment and piping which is not covered by drawings shall be obtained from the architect or his representative in the field and the work shall be laid out accordingly. 6.Drawings and specifications are intended to supplement one another. Any materials or labor called for in one but not the other shall be furnished as if both were mentioned in the specifications and shown on the drawings. E.Base Bid Equipment, Materials and Substitutions 1.All equipment and materials shall be new, free of defects and UL labeled. 2.Base bid manufacturers are included in the specification or listed in schedules on the drawings. All other manufacturers are considered substitution. 3.The name or make of any article, device, material, form of construction, fixture, etc., stated in this specification, whether or not the words "or approved equal" are used, shall be known as a "standard". 4.All cost shall be based on "standards" specified. 5.The equipment schedules on the drawings indicate manufacturer and their equipment model numbers that this design has been based on. Each contractor is required to bid upon the basis of design and furnish the makes specified. 6.Where more than one make or name is mentioned as being acceptable, it shall be understood that only the name or make referring to the manufacturers model numbers or sizes shall be considered the “Specified Standards.” It shall be further understood that other makes and names, even though mentioned, have not been checked for detail and that their size and arrangement are the contractor's responsibility the same as a proposed substitute item. The use of other manufacturer's equipment that is listed as acceptable alternates that entails general trades, structural, mechanical, electrical, etc., revisions is this contractor's responsibility to provide revisions. Any additional cost of such changes shall be paid by the contractor submitting the acceptable alternates which necessitates changes in installing such submitted alternate equipment, even though such costs may be part of another division of work. 7.Bids concerning the use of substitute products must be accompanied by complete specifications and performance characteristic covering these products. Contractor shall provide all available test data and experience records which may be helpful to the architect in evaluating the quality and/or suitability of alternate products. 8.Contractor is also invited to bid on any other similar products the contractor desires to propose as substitutions, stating any difference in cost (add or deduct from base bid cost) for each proposed substitution on the substitution sheet. If the architect decides to accept any of the proposed substitutions, proper notations thereof shall be made in the written contract. Where several makes are mentioned in the specifications and the contractor fails to state that he prefers a particular make in his bid, the owner shall have the right to choose any of the makes mentioned without change in price. No consideration will be given to proposals for alternative products unless submitted with the original bids. 9.Substitutions are subject to the approval of the owner. If a substitution is submitted, it is the contractor's responsibility to evaluate it and certify that the substitution is equivalent in all respects to the base specifications. 10.If substitutions are approved, notify all other contractors, subcontractors, etc., affected by the substitution and fully coordinate with them. Any costs resulting from substitution, whether by this contractor or others, shall be the responsibility of and paid for by the substituting contractor. Approved shop drawings do not absolve this contractor from this responsibility. 11.All equipment shall be installed in full accordance with the manufacturer's data and installation instructions and service clearances. It is this contractor's responsibility to check and confirm these requirements prior to starting of any work. F.Warranty 1.Fully warrant all materials, equipment and workmanship and the successful operation of all equipment and apparatus installed by this contractor for one (1) year from date of final acceptance. 2.Extend all manufacturers' warranties to owner; including five (5) year compressor and ten (10) year heat exchanger extended warranty on HVAC equipment to include material and labor. 3.Repair or replace without material and labor charge to the owner all items found defective during the warranty periods. In the case of replacement or repair due to failure within the warranty period, the warranty on that portion of the work shall be extended for a minimum period of one (1) year from the date of such replacement or repair. G.Shop Drawing Submittals 1.Submit shop drawings for mechanical, plumbing, fire protection, and control systems; including but not limited to sheetmetal, plumbing fixtures and equipment with adequate details and scales to clearly show construction. Indicate the operating characteristics for each required item. Clearly identify each item on the submittal as to mark, location and use, using the same identification as provided on the construction documents. 2.Sheetmetal and fire protection shop drawings shall be fully dimensioned and coordinated based on field verified building dimensions and clearances and architectural ceiling layouts. Indicate structural systems, lighting, ductwork and piping at all critical locations. 3.Contractor shall review and indicate his approval of each shop drawing prior to submittal for review. Shop drawings will not be reviewed by the engineer unless the contractor's approval is noted. Do not start work or fabrication until shop drawings have been reviewed by the engineer and returned to the contractor. 4.Submittals will be reviewed only for general compliance with the contract documents and not for dimensions or quantities. The architect and engineer will make every effort to detect and correct errors, omissions, and inaccuracies in such drawings, but the failure to detect errors, omissions, and inaccuracies shall not relieve the contractor of responsibility for the proper and complete installation in accordance with the intent of the contract documents. The submittal review shall not relieve the contractor of responsibility for purchase of any item in full compliance with the contract documents or its complete and proper installation. 5.Where submittals vary from the contract requirements, the contractor shall clearly indicate on submittal or accompanying documents the nature and reason for the variations. 6.Each manufacturer or his representative must check the application of his equipment and certify at time of shop drawing submittal that the equipment specified has been properly applied and can be installed, serviced and maintained where indicated on the drawings. Advise engineer in writing with submittal drawings of any potential problems. The manufacturer shall be responsible for any changes that might be necessary because of physical characteristics of equipment that have not been called to the engineer's attention at the time of submittal. 7.Submit a minimum of one (1) print and an electronic “pdf” of shop drawings to the architect. The architect and engineer shall review and return a pdf. The contractor shall distribute copies as required to properly conduct the work, including requirements of the operating manual. H.Record Drawings 1.Each contractor or subcontractor shall keep one (1) complete set of the contract drawings and equipment submittals on the job site on which he shall regularly record any deviations or changes from such contract drawings made during construction. All recording shall be done in color ink. 2.These drawings shall record the installed location of all concealed equipment, piping, electric service, sewers, wastes, vents, ducts, conduit, etc., by measure dimensions to each such item from column centerlines or readily identifiable and accessible walls or corners of the building. Plans also shall show invert elevation of sewers and top elevation of all other below-grade lines. 3.Record drawings shall be kept clean and undamaged and shall not be used for any purpose other than recording deviations from working drawings and exact locations of concealed work. 4.After the project is completed, these drawings shall be scanned to an electronic “pdf” format and pdf and hard drawings shall be delivered to the architect in good condition, as a permanent record of the installation as actually constructed. I.Supervision 1.The contractor shall have in charge of work at all times during construction a competent foreman or superintendent whose experience and background shall qualify him for the work to be performed under this division. Once assigned, the foreman or superintendent shall be retained until completion of the project and any consideration as to his removal on grounds of incompetence shall either be initiated by or referred to the architect for decision. Section 200510 - Basic Materials and Methods A.General 1.Provide all materials, labor, equipment, and accessories required to furnish and install the mechanical items identified in this section. 2.This section includes basic mechanical materials and methods to complement other division sections in this specification and requirements indicated on the mechanical drawings. B.Interferences 1.Before installing any work, contractor shall see that it does not interfere with clearance required for finish on beams, columns, pilasters, walls, or other structural or architectural members, as shown on architectural drawings. If any work is so installed and it later develops that architectural design cannot be followed, contractor shall, at his own expense, make such changes in his work as architect may direct to permit completion of architectural work in accordance with plans and specifications. 2.Install additional offsets on piping or ductwork where required to obtain maximum headroom or to avoid conflict with other work without additional cost to owner. 3.Report any interferences between work under this division and that of any other contractors to architect as soon as they are discovered. Architect will determine which equipment shall be relocated, regardless of which was first installed, and his decision shall be final. C.Protection of Work and Property 1.The contractor shall be responsible for safeguarding work, property, and facilities against damage, both his own as well as others with which he may come into contact in the performance of his work. 2.Stored materials shall be protected against damage from weather. Pipe, and duct openings shall be closed with caps or plugs during installation. All fixtures and equipment shall be covered and protected against damage. Any materials or equipment damaged at any stage in the construction shall be replaced or repaired. Final completion, all work shall be in a clean and unblemished condition. 3.During construction, all return air ductwork and transfer air openings serving new and existing air handling equipment and/or adjacent tenant spaces shall be protected. Openings which need to remain active shall be covered and protected with MERV 8 filtration media; openings which can remain inactive during construction shall be covered with plastic sheathing and sealed air tight. Filter media shall be replaced regularly as required during construction in order to ensure adequate airflow though all required active openings. In addition, at the end of each phase of construction and at the end of the construction project, all filtration media within each piece of equipment serving the space shall be replaced. D.Excavation and Backfill 1.Perform all excavation and backfill required for installation of below-grade piping and ductwork. 2.Excavate as required to install piping at required depth and pitch. Pipe to be laid on sand bedding to give uniform bearing along length of pipe (sand inside building and interlocking aggregate outside building). 3.Backfill with bedding material to a minimum of 12” above top of pipe and compact. Balance of backfill in outdoor grass areas shall be clean earth up to 6” above surrounding grades. Backfill below finished floors shall be sand. Backfill outdoors under paving shall be interlocking aggregate and shall be compacted in maximum 8” layers. 4.All other excavations shall be backfilled with clean earth, excluding rubbish and boulders. Backfill shall be thoroughly tamped and puddled. 5.Patch floor and paving to match existing adjacent surfaces. 6.Backfilling shall not be done until pipe lines are properly tested in the presence of the architect and/or inspection of the government agency having jurisdiction. 7.Control trench soil compaction during construction for compliance with the maximum density specified for the following areas: a.Building slabs, walkways, roadways, or public thorough-fares; compact top 12” of subgrade and each layer of backfill for fill material at 95 percent density for cohesionless soils, and 90 percent density for cohesive soil material. Tests to be performed by an independent testing service, with the compliance report submitted to the architect. 8.Pipe shall not be laid in water. Furnish all pumping equipment, power, temporary connections, etc., and do all pumping necessary to remove ground or casual water. 9.Where trenches cross roads, walks, or public thoroughfares, provide suitable barricades and bridges adequately protected by signs or red flags during day and lights as night. 10.Repave all streets or sidewalks disturbed at this contractor's expense to recommendations, procedures and satisfaction of architect and authorities having jurisdiction. E.Supports and Hangers 1.Hangers and supports are to be provided to properly support, secure and align piping and to meet field conditions and as manufactured by Grinnell, Michigan Hanger or Caddy. 2.All hangers, brackets, clamps, etc., shall be of standard weight steel. Perforated strap hangers shall not be used in any work. When two or more pipes are run parallel, they may be supported on unistrut-type trapeze hangers. Other hangers for pipe 3” in size and smaller shall be clevis. Each hanger is to be sized to include pipe insulation saddle for protection. 3.Isolate all copper lines form ferrous hangers or supports by using foil filler or vinyl tape. 4.Spacing to comply with ASHRAE standards and code requirements. F.Pipe Sleeves, Floor and Ceiling Plates 1.All pipes passing through floors or masonry walls shall be provided with machine-cut schedule 40 pipe steel sleeves. The sleeves shall be so sized to allow at least 1/4" clearance between the inside sleeve wall and the pipe or insulation surface. Sheet metal sleeves shall not be used in this work. Pipe sleeves are to extend 2” above finished floor and sealed. Pipe sleeves are to be full wall thickness and sealed. 2.Unused sleeves shall be plugged and finished to match adjoining surface. G.Escutcheons 1.Fit all pipe passing through walls, floors or ceilings in finished rooms with steel or brass escutcheons. Where surface is to receive a paint finish, make escutcheons prime painted; otherwise, make escutcheons nickel or chrome plated. Where piping is insulated, fit escutcheons outside insulation. H.Pipe Identification and Tags 1.Identify each pipe, valve and controls in equipment rooms, above accessible ceilings and in accessible shafts. 2.Color code identification bands or marker backgrounds to identify contents of pipe with initials and direction of flow located near each valve and fitting, on both sides of pipe passing through walls and on long runs at not over 20'-0” intervals. 3.At place where pipe is to have marking, covered pipe shall be properly primed with clear lacquer. After marking is applied, coat with lacquer. Apply marking adjacent to valves and equipment at major changes in directions, where pipes pass through walls or floors. 4.Each piece of equipment shall be identified by a number, together with a brief description of its purpose, e.g. “Air Handling Unit - East Lobby.” Identification shall be embossed or engraved plastic or stamped brass strips firmly attached to the equipment or adjacent wall at the obvious location. The lettering for such strips shall be not less than 1/2" high. 5.All valves shall be provided with brass numbered tags attached to handle with a brass chain or ring. Wiring of tags will not be acceptable. At the completion of the work, a reproducible valve schedule shall be provided. Three (3) copies of this shall be mounted in metal, glass covered frames where requested by the architect. The schedule shall give a description of the line or equipment controlled; the normal position, emergency and/or shutdown position and location given either by description or diagram. 6.All controls, starters, switches, etc, shall be identified by embossed stencil or engraved plate as to purpose and/or equipment controlled. Control wiring shall be identified with program number and device it services. I.Access Panels 1.Each contractor shall be responsible for providing all required access panels necessary for his work. This includes any access panels required for HVAC, plumbing and fire protection. Each contractor shall also provide access panels for any existing conditions as required. 2.Refer to architectural drawings and specifications for type of access panel and coordinate locations prior to any work. 3.Contractor shall mark lay-in ceiling tiles, in a method approved by the architect, where access is required to such mechanical, plumbing, and fire protection equipment, valves, regulators, mixing boxes, fire damper, etc. J.Noise and Vibration Isolation 1.Furnish and install vibration isolating mountings to isolate from the structure, by means of resilient vibration and noise isolators, all mechanical equipment over 1 HP having rotating or reciprocating parts. Isolators shall be supplied by a single source, and shall be guaranteed by the manufacturer to provide isolation efficiencies in accordance with this specification. Selection shall be based on equipment purposed, power dissipated, frequency, weight distribution and nature of the building structure. Mountings shall be designed to permit attachment to the equipment base or pad and to the structure and shall be selected for uniform deflection allowing for unequal weight distribution. 2.Selection shall be made by the manufacturer of the mountings to provide a transmissibility not exceeding 10 percent. This contractor shall provide inertia pads for equipment where called for on drawings or recommended by the manufacturer of the mountings. These shall consist of reinforced concrete pads of suitable shape, of weight 1-1/2 times the weight of the equipment and provided with weld plates or channels at the corners to which the mountings may be secured. 3.Vibration or noise created in any part of the building by the operation of any equipment furnished and/or installed under this contract will be prohibited, and this contractor shall take all precautions by isolating the various items of equipment, pipe and sheet metal work form the building structure. The major items of equipment shall be isolated as called for on the plans and specified herein. The minor items shall be held the responsibility of this contractor. 4.Piping and ductwork shall be supported independently of the mechanical equipment and shall be isolated as follows: a.All suspended piping in the mechanical equipment and air handling rooms shall be supported from the overhead structure by threaded rods incorporating resilient hangers. The resilient hangers shall contain steel springs and precompressed molded fiberglass inserts, designed for static deflections of between 1” and 1-3/4” under operating conditions. b.All floor supported piping and pipe hangers in the mechanical equipment rooms shall be mounted on steel spring vibration isolators in combination with precompressed molded fiberglass noise isolators, designed for minimum static deflections of 1”. c.Suspended piping entering or leaving mechanical or air handling equipment outside the equipment rooms shall be supported for the first three hangers away from the equipment by threaded rods incorporating resilient hangers from the overhead structure. The resilient hangers shall contain steel springs and precompressed molded fiberglass inserts, designed for static deflections between 1” and 1-3/4” under operating conditions. d.Floor supported piping entering or leaving mechanical equipment outside the equipment room shall be mounted on steel spring vibration isolators in combination with precompressed molded fiberglass noise isolators, designed for minimum static deflections of 1” for the first three supports. e.Flexible connections shall be used between air handling equipment and ductwork. f.All ductwork within the mechanical equipment and air handling rooms shall be suspended with rod and rubber-in-shear hangers. 5.Isolation efficiency shall be based on the lowest operating speed of the supported equipment. The isolator manufacturer shall provide, as a part of his submittal data, and isolating efficiencies for the isolators supporting each piece of equipment. Isolators shall be manufactured by Consolidated Kinetics Corp., 401 Dublin Avenue, Columbus, Ohio, or Mason Industries, Inc., Hollis, New York. K.Thermometers and Gauges 1.Pressure gauges shall be provided in pipe lines and at inlets and outlets to equipment as called for or specified. These shall be installed to indicate pressure changes across equipment only. This means that they must have connections installed as close as possible to equipment flanges. These shall be bourdon tube type with 3” minimum dial 1/4 male NPT connection, steel cages with pressure ranges suitable for indicating the normal operating pressure at the two-third point of the scale range. Ashcroft, 3M or Taylor. Connections shall be made with shut-off cock and surge snubber. 2.Thermometers shall be a red mercury in glass-type with adjustable angle feature, 7” minimum scale length with range and bulb length suitable for the application and insertion well. These shall be located where they sense a true temperature and where they can be easily read and be installed with heat transfer grease. L.Miscellaneous Steel 1.Furnish and install all miscellaneous steel required for supports, hangers, anchors, guides, etc., required for installation of equip0ment and materials furnished and installed under this division. M.Clean-Up 1.Insofar as this contract is concerned, at all times keep premises and building in a neat and orderly condition: Follow explicitly any instructions of architect in regard to storing of materials, protective measures, cleaning-up of debris, etc. 2.Upon completion of work, this contractor shall thoroughly clean all apparatus furnished by him, pack all valves and thoroughly clean piping, fixtures and equipment removing all dirt, grease and oil. 3.Air systems shall not be operated without filters. Upon completion of work, replace all filters. N.Operating and Maintenance 1.This contractor shall furnish competent personal instruction to the owner's operating personnel for a period of two (2) days in the proper operation of the heating and air conditioning equipment. He shall also supply the owner with copies of an operation manual containing the following: a.Step-by-step procedures for start-up and shut-down for each system and piece of equipment. b.Performance data, curves, ratings. c.Wiring diagrams. d.Manufacturer's descriptive literature. e.Automatic controls with diagrams and written description of operation. f.Manufacturer's maintenance and service manuals. g.Plumbing fixtures. h.Spare parts and replacement parts list for each piece of equipment. i.Name of service agency and installer. j.Final approved shop drawings. Section 200523 - Piping and Valves A.General 1.Furnish all material, labor, equipment, and accessories as required to install complete fire protection, plumbing, and HVAC piping systems as indicated on drawings and in these specifications. 2.Install in full accordance with local code requirements, see other specification section for additional requirements and install in accordance to manufacturer's recommendations and requirements. B.Connections to Equipment Furnished by Others 1.Provide valved water and/or gas connection for equipment furnished by other contractors or owner. 2.Include accessories required by code, drawings and manufacturer's installation instructions. 3.Fully coordinate with kitchen equipment suppliers and confirm all rough-in requirements prior to starting work. C.Installation 1.All piping shall be installed parallel with or perpendicular to the building walls. All vertical risers shall be installed plumb and straight. All piping above accessible ceilings shall be installed as high as possible and at height to allow sufficient space for ceiling panel removal. 2.All piping shall be installed with pitch in the direction of flow of not less than 1” in 40'-0”, except as otherwise shown. It must be possible to drain every portion of the piping system. 3.Run lines as direct as possible and avoid unnecessary offsets. However, if offsets are required in order to obtain maximum headroom or to avoid conflict with other work, they shall be made as required or as requested by the architect without addition cost to the owner. The architect reserves the right to make minor changes in the location of piping and equipment during the roughing-in, without additional cost to the owner. All changes proposed by others shall be approved by the architect. 4.Lines shall be cut accurately to measurement at the site and worked into place without springing or forcing. Sufficient offsets, pipe loops or expansion joints between anchor points shall be provided as needed, whether or not shown, to limit stresses and control movement of lines subject to the thermal expansion. 5.Before any piping is installed, it shall be up-ended and pounded to remove any foreign matter present, and shall be swabbed, if necessary, for thorough cleaning. After installation and before final connections made, all piping system shall be flushed with a material that is not injurious to either pipe or equipment. (See also “Tests and Adjustments.”) 6.Pipe to be threaded shall be cut square and full threaded with clean-cut tapered threads and shall be reamed after threading. Threaded connections shall be made with pipe thread compound applied to the wall threads only. 7.The edges of pipe to be welded shall be machine beveled wherever possible. Before welding, the surfaces shall be thoroughly cleaned. The piping shall be carefully aligned. No metal shall project within the pipe. Mitered joints are prohibited. Only factory formed fittings shall be used. Elbows shall be long radius type. Flanges shall be welding neck type. Mitering of the pipe to form elbows or the notching of straight runs to form the tee connection will not be permitted. 8.Unions or companion flanges shall be installed in all connections to equipment, automatic valves, etc., as necessary to permit removal of equipment and specialties for servicing, repairing or cleaning. It shall be possible to remove any piece of equipment by removing only one or two sections of piping. 9.Valves shall be provided in suitable locations at each item of equipment, branch circuit, riser, or section of piping as indicated or required for proper and safe operation of the system and to facilitate maintenance and/or removal of all equipment and apparatus. On horizontal pipe runs, install all valve stems vertically up where possible and in no case shall the stems be turned more than 90 degrees from the vertically up position. 10.Drain valves shall be provided at all low points, trapped section, and on the equipment side of all branch valves to permit draining of all parts of all liquid piping systems. Drain valves shall have threaded hose ends with cap and chain. Drain piping shall be provided from pump glands, relief valves, etc., to spill at the floor over floor drains or other acceptable discharge points. The drain line shall terminate with plain, unthreaded end with a minimum 2” air gap at floor drain. 11.Taps (half couplings or tees) shall be provided as necessary to permit the installation of temperature control instruments, thermometers, pressure gauges, air vents, etc. 12.Connections between copper piping and screwed ferrous equipment connections or screwed ferrous piping systems shall be made as follows: a.For stationary non-rotating, non-vibrating equipment connections: dielectric unions. b.For rotating or vibrating equipment connection: cast brass adapter and bronze flanges with dielectric separation of flanges and bolts. c.Connections between copper piping and ferrous equipment flanges or flanged ferrous piping systems shall be made using bronze companion flange with dielectric separation of flanges and bolts. d.Brass or bronze valves in ferrous piping will not require dielectric separation. e.Nipples between copper piping and equipment or fixture connection fittings shall be brass, not galvanized steel. 13.All pressure piping systems shall be installed to conform to the requirements of the local AHJ or state's pressure piping system code. 14.All excavations for installation of pipe shall be open trench work and shall be kept open until piping has been inspected, tested, and accepted. 15.All piping passing thru cast-in place concrete construction shall be sleeved to provide a minimum of 1/2" annular space around entire pipe to be sleeved. Space between sleeve and pipes in foundation walls shall be tightly caulked or mechanical seal to give a waterproof penetration. 16.Any piping resting on or coming in contact with building structure shall be insulated at that point to prevent telegraphing of sound. 17.Metal piping laid in corrosive fill shall be encased in concrete or in split tile. 18.Threaded joints shall conform to American Taper Pipe Thread ASA-B2.1-1960. All burrs shall be removed, pipe ends shall be reamed or filed to size of bore and all chips removed. Pipe cement shall be used only on male threads. 19.Unions shall have metal seats for drainage systems and metal to metal ground seats on water system. 20.Furnish and install valve in branches to sill cocks, toilet rooms and other fixture groups. Plumbing fixtures shall have wheel or screwdriver stops as specified. 21.All piping shall be rigidly supported and shall not be loose or shaky. D.Sanitary Grease, Waste and Vent Piping 1.Install sewers, vents, drains, etc., as indicated on the drawings. 2.All drainage and vent piping shall be constructed and run as direct as possible, protected from contact with slag or cinders and wherever practicable, shall be located so as to be accessible for inspection. The actual runs and locations of drains, soil waste, and leader piping shall be installed as to meet with the various conditions at the building and any work necessary to conceal pipes or clear pipes of other trades shall be done as directed by the architect. 3.Sewers to be pitched a minimum of 1/4" per foot for 3" sizes and under and 1/8" per foot for 4" sizes and larger or to slope as indicated on drawings. Kitchen sanitary waste shall be sloped ¼” per foot for all pipe sizes. 4.All piping shall be correctly aligned before joins are made. All changes of direction in drainage and vent piping shall be made by means of “Y” branches and 1/6, 1/8 or 1/16 bends. No lines shall be run with unnecessary bends or offsets and where changes in direction are unavoidable; they shall be made by use of proper fittings. Single and double sanitary tees, 1/4 bends and 1/8 bends may be used in vertical sections when direction of flow is from horizontal to vertical. Changes in direction and branch connections shall be made with approved drainage fittings compatible with the piping system material in which it is installed. 5.Install cleanouts at each change in a direction of piping greater than 45 degrees, within five feet (5'-0”) of main sewer after exiting the building, or as shown on drawings. Cleanouts on underground lines shall extend up flush with finished floor or grade. Provide cleanouts not over 50'- 0” on center along straight runs. Cleanouts shall be size of pipe to which it is installed up to 6” in diameter. Pipe over 6” in diameter shall have a 6” cleanout. 6.Vents shall connect to existing VTR. Contractor shall field verify exact location. 7.All fixtures and sanitary drains shall be vented as indicated on drawings and in accordance with code. Vent pipes, where not vertical shall have continuous slope up to vent through roof. 8.Openings in pipes shall be properly plugged when work is not in progress 9.Sewers shall be laid with full length of each section resting on a solid bed. Where necessary to obtain a firm support, the pipe shall be bedded on select material and thoroughly tamped. As pipe is laid, care shall be exercised to keep interior of pipe clear of foreign matter. Where trenching for pipe is excessively wide, the contractor shall, at his own expense, embed the pipe in concrete to support the added load of backfilling. 10.Pipe Schedule: a.Below grade inside building 1)Service weight - cast iron pipe ASTM A-74-82 with ASTM C-564-80 neoprene compression joints or no-hub CISPI with clamps. All kitchen sanitary shall be cast iron only. 2)PVC-DWV Sch. 40 solid core pipe, ASTM D-1785 with ASTM D-2665 DWV solvent weld socket fittings. b.Above grade material shall be as follows: 1)No-hub cast iron pipe CISPI 1-301-78. 2)PVC-DWV SCH. 40 solid core pipe, ASTM D-1785 with ASTM D-2665 DWV solvent weld socket fittings. 3)1-1/4” and smaller, SCH. 40 galvanized steel pipe ASTM A-53/A53M, Type E with screwed fittings ASME B-16.4, class 125. c.Site below grade sewers 1)No-hub cast iron pipe CISPI 1-301-78. 2)PVC-DWV SCH. 40 solid core pipe. ASTM D-1785 with ASTM D-2665 DWV solvent weld socket fittings. 3)Up to 15" - PVC pipe, ASTM D-3034 SDR 35 with ASTM F477 gasket joints. 11.PVC piping shall not be installed unless permitted by code and shall not be installed in return air plenums. E.Domestic Water Piping 1.Install domestic water piping as indicated on drawings. Include all fittings, valves, hangers, and other accessories including water meter and backflow preventer. Extend domestic water piping to all fixtures and equipment required for complete installation. 2.Include unions, or other disconnect means, stops or valves for isolation of fixtures and equipment. Valves to be fully compatible with piping for service intended as manufactured by Nibco, Crane or Milwaukee. Include hose or drain valves at low points where fixtures cannot be used for drainage. 3.Install shock absorbers at each quick closing fixture and where required to prevent water hammer as manufactured by J.R. Smith, Sioux Chief or Zurn. Absorbers shall be installed in vertical upright position. 4.Hangers on insulated pipe to be outside of insulation, sized accordingly with a sufficient saddle to protect insulation as manufactured by Grinnell or Michigan. 5.Pipe Schedule: a.Below grade inside building (2-1/2” and less) 1)Soft copper ASTM B88, Type “K” without joints. 2)PEX tube and fittings with stainless steel crimp rings. No joints for below grade installation. 3)CPVC, Schedule 40; socket fittings and solvent cement joints. 4)Piping may be routed inside a larger conduit so pipe can be removed without excavation. b.Above grade (2” and less) 1)Type “L” hard copper ASTM B 88-832 with wrought copper fittings ASTM B 16.22 1980 and non-lead or antimony solder joints. 2)CPVC, Schedule 40; socket fittings and solvent cement joints. 3)PEX tube and fittings with stainless steel crimp rings. c.Above grade (2-1/2” - 4”) 1)Type “L” hard copper ASTM B 88-832 with wrought copper fittings ASTM B 16.22 1980 and non-lead or antimony solder joints. 2)CPVC, Schedule 40; socket fittings and solvent cement joints. 3)PEX tube and fittings with stainless steel crimp rings. 4)PP, SDR 11 socket fittings; and fusion-welding joints. 6.Flush, vent and sanitize all water piping with chlorine as required per AWWA, local building department and health department codes. 7.Domestic hot and cold water piping under concrete floor to be covered with sand so that piping will not become embedded in the floor slab. 8.Extreme caution must be taken so that no copper piping and insulation under concrete floors becomes crushed, cut, split or deformed during the pouring of the floor slab. 9.Allow 1-1/4” per 100'-0” of length for expansion in domestic hot water lines. 10.All piping in return air ceiling plenums or walls shall be plenum rated materials. F.Gas Piping 1.Install gas piping in accordance to the latest version of the National Fuel and Gas Code, NFPA and local gas companies' requirements and State and local codes. 2.Include meter, regulators, valves and connect to all gas using equipment. 3.Equipment connections at each unit shall include gas cock, union, dirt leg, and reducer to unit connection size. For above low pressure gas systems, provide pressure reducing valve at equipment or low pressure branches. 4.Construct concrete base to below frost line for large meter installation. 5.Pipe Schedule: a.Above grade, low pressure (≤ 2 psi) 1)Schedule 40 seamless black steel pipe, beveled ends. a)2” and smaller - screwed fittings, wrought iron. b)2-1/2” and larger - welded fittings, black steel. c.Underground, below building 2)Black steel Schedule 40 pipe with wrought-steel fittings and welded joints. Pipe in containment conduit which is steel pipe with wrought-steel fittings and welded joints coated with protective coating for steel pipe. Conduit to be vented to atmosphere at both ends. Install cathodic protection anode on conduit. d.Valves shall not be located above ceiling spaces used as a return air plenum. e.Exterior exposed bare steel pipe shall be painted with a primer coat and two (2) coats or rust inhibitive paint, color as selected by Architect. f.All welding shall be performed by state certified welders. g.All piping in non-accessible spaces shall have welded joints. G.Refrigerant Piping 1.Mechanical refrigeration equipment including refrigerant piping, valves, and relief valves, shall be in accordance with the requirements of the current edition of the American Standards Association's “Safety Code for Mechanical Refrigeration.” 2.All refrigerant pipe used in this installation shall be sealed and contain a holding charge of nitrogen. It shall remain sealed until immediately before installation: refrigerant piping shall be cut with a tube cutter only and shall be reamed after cutting. Hack saw cuts are prohibited. 3.After installation, the refrigerant piping shall be pressurized to 75 psig with nitrogen. All joints must then be thoroughly leak tested using an electronic leak detector, a halide torch, or soap bubbles. After the refrigerant piping has been leak checked, it should be evacuated twice by either the deep evacuation or the triple evacuation method. The unit manufacturer will recommend the method to be followed. After the evacuation, the piping shall then be charged with the system refrigerant. 4.Isolate piping from structure with 1” insulation between all piping and support points. 5.Install piping in as short and direct arrangement as possible to minimize pressure drop. 6.Install isolation valves and unions to allow removal of solenoid valves, pressure-reducing valves, expansion valves, and at connections to compressors and evaporators. 7.Install flexible connectors at inlet and discharge connection of compressors. 8.Fill the pipe and fittings during brazing with nitrogen or carbon dioxide to prevent formation of scale. 9.Pipe Schedule: a.Piping shall be refrigerant grade type "L" copper with silver soldered joints or brazed joints. Pipe per manufacturer's piping diagrams and recommendations. Copper to copper refrigerant piping joints shall be made using a phosphorus bearing alloy such as “SIL-PHOS” without flux. Copper to brass and copper to steel joints shall be made using a 45 percent silver alloy such as “EASY-FLO” with flux. H.Condensate Drain Piping 1.Trap shall be installed near equipment if not integral with equipment. Install piping at a uniform slope of 1” in forty feet downward indirection to drain. 2.Pipe Schedule: a.Piping of all sizes shall be type L hard copper pipe with brass or copper fittings and soldered joint. b.Piping of all size for mechanical rooms, roof and non-return air plenum rated ceiling space shall be type PVC, schedule 40 with solvent weld socket fittings. I.General Hydronic and Domestic Valves and Strainers 1.Ball valves 2” and smaller shall be 600# WOG, 150# SWP, two-piece, full port cast bronze or forged brass body, chrome plated brass ball, replaceable “Teflon” or “TFE” seats and seals, blowout-proof stem, vinyl-covered steel handle and have threaded ends. Valves shall be Hammond 8901, Milwaukee BA-125, Stockham S-207, Nibco T-585, or Apollo 77-100. 2.Gate valves 2” and smaller shall be 150# W.S.P., bronze, screwed pattern with rising stem, union bonnet, solid wedge disc. Valves shall conform to MSS SP-80. Valves shall be Crane 431-UB, Hammond IB-629, Lunkenheimer 3151, Jenkins 47-U, Stockham B-120, Milwaukee 1151, or Nibco T-135. 3.Globe valves 2” and smaller shall be 150# W.S.P., bronze, screwed pattern with rising stem, and union bonnet, and ANSI 420-S stainless steel tapered plug and seat. Valves shall conform to MSS SP-80. Valves shall be crane 14-1/2P, Hammond B-433, Jenkins 546-P, Stockham B-29, Milwaukee 591 A, or Nibco T-235. 4.Check valves 2” and smaller shall be 150# W.S.P. bronze, swing check, bronze seat, screwed pattern. Valves shall conform to MSS SP 80, type 4. Valves shall be Crane 141, Hammond IB-946, Milwaukee 510, Nibco T-43, Stockham B-331B, Lunkenheimer 230, or Jenkins 352. 5.Butterfly valves (all sizes) shall be LUG style ductile iron body and extended neck, designed for bubble tight shut-off at 150 PSI. Discs shall be bronze or aluminum bronze and attached to stainless steel stem. Seat material shall be EPDM (EPT) suitable to 275 degrees F. Standard valve must be capable of 200 PSI bi-directional differential pressure (dead-end service). Manufacturer must certify valves (sizes 2” thru 16”) that shall be capable of providing bubble tight seal at 200 PSI when used for end of line service without the need of a flange on the downstream side. Valves thru 6” shall have 10 position leverlock handle. 6.Eccentric plug (balance) valves 2” and smaller, shall be 175#, cast iron body, bronze trim, screwed pattern with open position stop. Valves to be Dezurik figure 425 or Dresser with figure 487 memory stop and resilient plug seal rated at 250 degrees F. 7.Balance valves 2” and smaller shall be 125#, bronze body screwed pattern ball type circuit setter valves with memory stop, straight pattern with Schrader valve connection for differential pressure gauge. Valves to be Taco or Bell & Gossett. 8.Strainers 2” and smaller shall be 250#, cast iron body, screwed pattern with 20 mesh stainless steel or Monel screens, strainers to be Muessco No. 11, Armstrong, Crane, Sarco, or Hayward. 9.Strainers 2-1/2” and larger shall be 125#, cast iron body, flanged pattern with perforated brass screens with 1/16” openings. Screen retainers to be drilled to receive 1-1/4” or larger drain valves, strainers to be Muessco No. 751 thru 8” size. 10.Pressure reducing valves shall be as specified on drawings or an approved equal by Conbraco, Watts or Zurn. J.Gas Valves 1.Gas cocks 2” and smaller shall be 175# WOG, cast iron, screwed body pattern. Valves shall be UL listed for gas service. Valves shall be Dezurik series 425 with “RS-49” plug, seals and lever handle. 2.Gas cocks 2-1/2” thru 4” shall be 175# WOG, cast iron, flanged body pattern. Valves shall be UL listed for gas service. Valves shall be Dezurik series 425 with “RS-49” plug, seals and lever handle. 3.Pressure reducing valves shall be line size and to reduce pressure from supplied side to equipment pressure requirements. Valves shall be as specified on drawings or an approved equal by American Meter Company, Fisher Control Valves or Invensys. Section 200593 - Testing, Adjusting and Balancing A.General 1.After installation, check all equipment and perform start up in accordance with the manufacturer's instructions. 2.All piping shall be tested and free of leaks as required by the local authority having jurisdiction. 3.Work that is scheduled to be concealed or insulated shall remain uncovered until required tests have been completed. If the construction schedule requires, arrange for tests on sections of the system at a time. 4.Balance all systems, calibrate controls, check for proper operation and sequence under all conditions and make all necessary adjustments. 5.Instruct owner in operation of systems and submit operating and maintenance manual for all equipment and systems. 6.Submit air and water balance report from independent AABC or NEBB certified subcontractor for all air and water systems per AABC or NEBB standards. 7.When the contractor is ready to run capacity tests, he shall notify the architect. When this notice is given, the architect will assume that the contractor has made preliminary tests and is satisfied that the plant will develop specified and guaranteed capacities. It will be the contractor's responsibility to furnish any and all instruments required to obtain test data which shall include thermometers, electric meters, pressure gauges, etc. 8.Work under this division of the specifications shall not be considered complete until the contractor has obtained required inspection, performance tests, made necessary adjustments and has submitted satisfactory evidence of the architect or his representative will make spot checks to determine the accuracy and completeness of final adjustments. Should spot checks indicate more than a reasonable deviation from design requirements, the contractor shall repeat tests and adjustments to the satisfaction of the engineer. 9.During one complete heating and one complete cooling season, the contractor shall make any minor adjustments that may be necessary to ensure uniform temperatures throughout the spaces. 10.Test results shall be submitted to the architect/engineer. 11.The Test and Balancing contractor shall adjust all sheaves or provide new sheaves and belts as required in order to properly balance all air handling equipment. B.Balancing, Start Up and Instructions 1.After equipment is placed in operation, systems shall be balanced to within 10% of design flow with report submitted to owner. Balancing shall be performed by an independent AABC or NEBB certified contractor. 2.Balance the air systems prior to balancing hydronic, steam, and refrigerant systems. 3.Test, adjust and balance cooling systems during summer season and heating systems during winter season. Balance systems when the outside air conditions are within 5 degrees F wet bulb temperature of the maximum summer design condition and within 10 degrees F dry bulb temperature of the minimum winter design condition. 4.Start up and place all systems in operation and tag all switches and controls with permanent labels. 5.Train and instruct owner on proper operation and preventative maintenance of system. C.Piping: Testing to be done by the contractor. 1.All piping shall be given the following pressure test without appreciable pressure drop: Contractor shall use recording line charts to record all pressure testing outcomes. *A minimum notice of 48 hours shall be given the architect prior to purging of any gas lines. Purging shall be to the outside of building at a safe location. 2.During the final inspection of the building, the contractor may be asked to remove at least one water closet in the presence of the architect so that it can be checked for a proper installation. If the one toilet is found to be installed in a defective manner, the contractor shall remove and properly reinstall all toilets. 3.Care shall be exercised in installation of air piping so as not to allow contamination. 4.Minor leaks in welded joints shall be corrected by chipping out the weld and rewelding. A general sweating of a weld joint will be considered sufficient cause for rejection. Defects that may develop in screwed joints under test shall be corrected by replacing the fitting or thread or both. Caulking of defective threaded joints will not be permitted. 5.During the testing period, this contractor shall maintain on the job a competent individual thoroughly familiar with all phases of plumbing for as long as may be required to thoroughly adjust all of the systems and to demonstrate to the architect that they are functioning properly. 6.Adjust all flush valves and balancing valves for proper flow. 7.All hydrostatic and/or air tests shall be made before piping is concealed or covered. This contractor shall be responsible for completely draining the systems after hydrostatic tests are performed. Any damage from freezing prior to acceptance of the completed installation shall be repaired at the sole expense of this contractor. 8.All materials and installations under the plumbing system shall be inspected by the inspector to ensure compliance with requirements of the plumbing code. 9.This contractor shall notify the plumbing inspector whenever work is ready for test and inspection. 10.When work for the plumbing permit is issued and completed, this contractor shall request final inspection. Such request shall be made before the building is occupied or used but not more than 30 days after completion of the work. 11.Before approving the plumbing system, the plumbing inspector may require that the system in whole or part be tested to prove sufficiency. All equipment, material, power and labor necessary for inspections and test shall be supplied by the plumbing contractor. 12.All piping of plumbing system shall be tested with water or air per testing schedule. a.Drainage system water test: provide fitting at property line or termination point for purpose of test plug. Water test shall be applied to entire system or by section. When tested in sections, at least the lower 20'-0” of the next section above shall be retested so that every section tested shall have at least a 20-foot head test. Hold without pressure loss for 15 minutes. b.Drainage system air test - attach air apparatus to suitable opening, close all other inlets and outlets, and then force air into the system until there is uniform pressure, sufficient to balance a column of mercury 10” in height or 5 pounds gauge pressure on the entire system. Hold without pressure loss for 15 minutes. c.No part of system shall be covered before inspection is made and approved. If covered before test, contractor shall pay for cost of uncovering so test can be made and accepted. d.Defective work or materials shall be replaced and inspection and tests repeated within three days. 13.Certificates of approval of satisfactory completion and final inspection shall be obtained by the plumbing contractor. One copy of each approval shall be given to the architect. 14.Damages which result from breakage or faulty installation shall be the responsibility of the plumbing contractor. 15.After the system has been in service for a two-week period and again before the system is turned over to the owner, all dirt pockets, traps, and strainers shall be cleaned, removed, and reinstalled. D.Pumps: For each pump, the contractor shall list all the pump design data and shall obtain by measurement and furnish to the architect/engineer the pump motor voltage, amperage, and pump heads with no water flow and with full water flow. 1.Submit four copies of manufacturer's pump curves for each pump indicating operating points. E.Air Handling Equipment: For each piece of air handling equipment, this contractor shall list the data of the fan, motor and drive and shall obtain by measurement and furnish to the architect/engineer the fan speed, motor voltage, operating amps, for cfm and static pressure as determined from the manufacturer's fan curves. This contractor shall also determine the fan cfm by means of a velocity traverse which shall be taken a minimum of three fan diameters from fan outlet. Before running any tests, the contractor shall have installed all the components of the system and shall ensure the cleanliness of the filters. F.Diffusers, Registers, Grilles: After completion of the air distribution systems and final adjustments, the contractor shall adjust all dampers and air supply, return and exhaust outlets so that each outlet handles its proper quantity of air. Supply registers and diffusers shall be adjusted to provide for the proper throw and a uniform distribution pattern. 1.For supply, return and exhaust air outlets, the velocity shall be measured with a heated wire resistance type anemometer held 1” from the face of the outlets; the air velocity shall be the average of velocity readings taken at points no more than 6” apart. The area shall be the net core area of the outlet. 2.Test readings shall be taken for each register, grille and diffuser. For each of these units, obtain and furnish information on manufacturer, testing equipment used, procedure followed, location, size, average, velocity, gross and net core areas, observed cfm and specified cfm. Separate tabulations shall be furnished for each manufacturer, each system and each type of register, grille and diffuser. G.Holes in ducts and casings used for static pressure and velocity readings shall be provided with removable closures. H.During the testing period, this contractor shall maintain on the job a competent individual thoroughly familiar with all phases of air conditioning, including refrigeration, temperature control and distribution, for as long a period as may b required to thoroughly adjust all of the systems and to demonstrate to the architect that they are functioning properly. I.The testing and balancing engineer shall, as part of his work, perform a “Spot” re-check balancing conditions between 30 to 90 days after both summer and winter balancing operations at which time a representative of the temperature control manufacturer capable of performing adjustments to his system shall accompany the balancing engineer. This operation shall include a check of space temperature, calibration of controls, pump and fan performance and the necessary adjustments thereto.COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:06 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M4.1-M4.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M4.1MECHANICAL SPECIFICATIONS \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M4.1-M4.2.dwg, M4.1, 10/31/2016 3:06:33 PM, 1:1 Section 200700 - Insulation A.General 1.Furnish all material, labor and equipment as required to install complete plumbing and HVAC insulation as indicated on mechanical drawings and in these specifications. 2.Install in full accordance with manufacturer's recommendations. B.Scope: This contractor shall furnish and install all insulation necessary to the project and in accordance with the following requirements. All insulation and accessories used in an air plenum space, and all duct covering and lining, regardless of physical location, shall have a composite (insulation, jacket, and adhesive) fire and smoke hazard rating as tested under procedure ASTM E-84, NFPA 255 and UL 723, not exceeding a flame spread 25 and smoke developed 50. All other areas shall have insulating materials and accessories on pipes and vessels rated at a flame spread 25 and smoke developed 150 as tested by the same procedure. All calcium silicate shall be asbestos free. C.Workmanship: 1.All insulation shall be installed over clean, dry surfaces. Insulation must be dry and in good condition. Wet or damaged insulation will not be acceptable. No insulation shall be applied prior to pressure test completion of the respective piping and/or duct system. 2.All pipe insulation shall be installed with joints butted firmly together. All valves and fittings shall be insulated using mitered sections of insulation equal in density and thickness to the adjoining insulation, or with an insulation cement equal in thickness to the adjoining insulation or premolded insulated fittings. The insulation applied to the valves and fittings shall be covered with the same type of covering as used on the pipe insulation. No staples. 3.All insulation ends shall be tapered and sealed regardless of services. 4.Rigid duct insulation shall be impaled over welded pins and secured with white insulation caps. All seams shall be firmly butted and sealed with white pressure sensitive vapor barrier tape. No staples. 5.Wrap around duct insulation shall be applied with all joints butted firmly together. Insulation shall be cemented to the surface with fireproof adhesive applied in 6” wide strips on 12” centers. All joints in the insulation covering shall be sealed with adhesive. Where ducts are over 24” wide, the ductwrap shall be additionally secured to bottom of rectangular or oval ducts with mechanical fasteners on 16” centers to prevent sagging. Vapor barrier shall be legibly printed by the manufacturer to show nominal thickness and type of insulation. Aluminum corner angles shall be used to prevent over compressing insulation during installation. 6.Ductliner insulation shall be applied with joints precoated with adhesive and butted firmly together. Lining shall be cemented to ductwork with a minimum of 75 percent coverage of fire resistant adhesive. Mechanical fasteners on 16” centers and adhesive shall be used when duct width exceeds 12” or when duct height exceeds 24”. 7.All ductwork in the mechanical rooms is to be considered as “exposed ductwork,” i.e. supply, return, relief, and outdoor air. 8.All round diffuser duct drops connected to lined ductwork shall be insulated the same as “ductwork” schedule non-lined. 9.All flexible elastomeric insulation shall have all fittings, butt ends, and seams sealed with vapor barrier adhesive. 10.Provide removable insulation sections to cover parts of equipment which must be opened periodically for maintenance including metal vessel covers, fasteners, flanges, chilled water pumps, frames and accessories. 11.Repair all damaged sections of the existing piping and mechanical insulation damaged during this construction period. Use insulation of same thickness as existing insulation. Install new jacket lapping and seal over existing. 12.Replace damaged insulation which cannot be repaired satisfactorily, including units with vapor barrier damage and moisture saturated units. D.Plumbing Insulation (as manufactured by Owens Corning, Knauf or Schuller) 1.Insulate all above-grade hot water, hot water return and cold water piping with 1” thick molded fiberglass having an all service jacket. 2.Insulate all above-grade, horizontal air conditioning condensate floor drains and waste lines, overflow roof drains and piping, roof drains and piping and roof drain sumps with 1” thick molded fiberglass having an all service jacket. 3.Include insulation of fittings and valves. Keep vapor barriers intact. Apply per manufacturer's recommendations. 4.Insulate all exposed waste and water supply piping under lavatory with safety covers per ADA requirements (as manufactured by Plumberex Specialty Products, McGuire or Truebro). E.HVAC Insulation (as manufactured by Owens Corning, Knauf) 1.All insulation to be applied in full accordance with the manufacturer's recommendations and comply with 25/50 flame and smoke hazard ratings per ASTM E-84, NFPA 255 and UL 723. 2.Insulate all non-lined supply, return, outside and exhaust air ducts with 3/4" thick lined insulation or less to none with 1-1/2" thick, 1.5 pcf, R-6, foil faced reinforced kraft jacket fiberglass duct wrap fully secured to duct. Lap and tape seams and secure tightly to the ducts with wire or stick pins. Exposed ductwork in conditioned spaces without ceilings shall not be insulated, unless otherwise noted to be insulated. Ductwork in ceiling plenum space shall be insulated. 3.Insulate all air conditioning condensate drain piping with 1" thick molded fiberglass insulation, C = 0.22. 4.Insulate exhaust ducts for kitchen hoods with two (2) layers of fire rated 1" thick insulating wool rated for 1000 degrees F or Firemaster Ductwrap as manufactured by 3M for a minimum of 2 hr rating. Provide removable sections at duct cleanout panels. 5.Insulate all single wall hot water flues inside the building with a 2” thick calcium silicate with field applied 8-1/2 oz. glass cloth lagging wrap. 6.Insulate all refrigerant suction and hot gas lines with 1" elastomeric foam insulation, C = 0.24 with joints and seams sealed vapor tight. Insulation outside shall be painted with two coats of protective coatings per manufacturer for protection to weather (as manufactured by Aeroflex, Armocell, or K-Flex). Section 211000 - Fire Protection Systems A.General 1.Furnish all labor, materials and equipment as required to install a complete fire protection system for project. 2.Field-verify sizes and location of existing sprinkler piping before fabrication of new. 3.This contractor shall be responsible for the removal and reinstallation of existing ceiling tiles, as required, for the installation of work shown in areas where existing ceilings are to remain. See architectural drawings for areas where existing ceilings are to remain. 4.This removal and reinstallation of existing lay-in ceiling tiles shall be the responsibility of the fire protection contractor (under the supervision of the general contractor) as required to perform his work. Any damage to existing ceiling tiles or supports shall be the responsibility of the general contractor. Ceiling tiles may be left out of the ceiling areas under construction only if stored in areas as directed by the owner so as not to hinder the daily operations of the building's occupations. 5.This contractor shall modify and relocate sprinkler piping and provide new sprinkler piping and heads, as required, to accommodate new mechanical work in full compliance with NFPA 13. This contractor shall also perform hydraulic calculations for sprinkler piping in the remodeled areas in accordance with NFPA 13. B.Design Basis 1.Design basis for system shall be per NFPA 13 (latest edition) building code requirements, local water department, local fire department, state fire marshal, local code, and owner and owner's fire insurance underwriter requirements. 2.System shall be hydraulically calculated as required by code. 3.Pipe sizes indicated on drawing are approximate and shall be verified per the contractor's hydraulic calculations. C.Drawings and Calculations 1.Contractor shall prepare submittal drawings and hydraulic calculations with a 10% factor of safety for building in accordance with owner's insurance company building department, and local fire authority requirements, tenant's requirements for design density, whichever is most stringent. 2.It is the fire protection contractor's responsibility to verify each tenant's design density with agreed upon lease documentation and that tenant's prototype or insurance underwriters requirements. 3.Contractor and designer shall be state certified. 4.Coordinate layout and installation of sprinklers with ductwork and equipment above ceilings and other construction that penetrates ceilings, including but not limited to light fixtures, speakers, HVAC equipment, doors and partition assemblies. No sprinkler piping shall be routed beneath equipment above any ceilings that must be dropped directly down for service, repair, or replacement. 5.Examine areas and conditions under which fire protection materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer. Schedule rough-in installations with installations of other building components. 6.Shop drawings review does not relieve fire protection contractor from responsibility to meet each tenant's requirements for sprinkler coverage. D.Piping 1.All piping shall be installed in accordance with NFPA 13, 14 (latest edition) and local code requirements. 2.Fire protection piping shall be as follows: a.Below-grade outside building - ductile iron, cement lined. Class of pipe as directed by local water purveyor with mechanical or push-on type joints. b.Inside building - pipe and tubing shall be steel or copper in accordance with NFPA requirements. c.Piping shall match existing building standards. d.Contractor shall arrange with owner and insurance underwriter prior to shut down of existing systems. e.Flush all piping upon completion of project and test per NFPA requirements. f.No piping shall be installed at locations subject to freezing. 3.Excavation and backfill - see Section 200510, Basic Materials and Methods. E.Sprinkler Heads 1.Sprinkler heads shall be UL listed, match existing building standards and be manufactured by Central, Star or Viking. 2.Sprinkler heads shall be as follows: a.Areas with exposed structure 1)Upright - rough brass. b.Areas with ceilings 1)Recessed Pendent - chrome plated with matching two (2) piece, flush escutcheon. 2)Concealed - brass finish with off-white ceiling cover plate. 3)Sidewall - chrome plated with off-white, two (2) piece, semi-recessed escutcheon. 3.Install concealed heads with white flush mounted cover plate. 4.Install higher temperature sprinkler heads where required by code or application. 5.Sprinkler heads shall be located in the center of ceiling tiles or the center of an area of a 24” x 24” tile section. See architectural reflected ceiling plans. 6.Submit samples of sprinkler heads to architect prior to fabrication of any piping. F.Valves 1.Install all valves as required by NFPA 13, UL or FM listed and as manufactured by Grinnell, Hammond or Milwaukee. G.Extra Materials 1.Valve wrenches: Furnish to owner, 2 valve wrenches for each type of sprinkler head installed. 2.Sprinkler heads and cabinets: Furnish 2 extra sprinkler heads of each style included in the project. Furnish each style with its own sprinkler head cabinet and special wrenches. 3.Obtain receipt from owner that extra stock has been received and give architect a copy of this receipt. H.Firestopping 1.See Section 200510, Basic Materials and Methods. Section 224000 - Plumbing Fixtures and Equipment A.General 1.Furnish all fixtures and equipment indicated and scheduled on drawings, complete with all accessories, controls, etc., as required. 2.Install in full accordance with manufacturer's recommendations and place in satisfactory operation. Section 230900 - Instrumentation and Controls A.General 1.Furnish and install complete temperature control for all HVAC systems. 2.Provide ne w control devices including thermostats, humidistats, damper operators, motors, temperature sensors, staging relays and other related devices for a complete operational system per the operating sequence and industry standards. 3.Mount all controls furnished as accessories to equipment and provide all control wiring required for proper operation. All wiring shall be in conduit per N.E.C. and local code requirements. 4.Mechanical contractor shall install all duct mounted smoke detectors. Electrical contractor shall furnish and wire photo-electric duct smoke detectors at each unit to shut down fan upon activation. Detector shall be located in the supply/return air duct downstream/upstream of the unit connection. Detector will have manual reset and will activate a local alarm panel. B.Electric Baseboard Heater (EBB-1(E), EBB-2(E)) 1.Integral thermostat shall stage heating element to maintain space temperatures set point. C.Electric Heated Air Curtains (ACT-1(E)) 1.The air curtain fan(s) shall cycle on high speed upon sensing the outside doors opening via contacts provided by the electric door manufacturer. The air curtain fan(s) shall cycle off after a five (5) second time delay (adjustable) when the outside doors close. Below 40 deg F outside air temperature (adjustable), an electric heating coil shall energize through the BAS controller. A wall mounted, line voltage thermostat shall energize the air curtain fan(s) on low speed whenever space temperature falls below setpoint. D.Electric Unit Heater (EUH-1(E)) 1.Integral thermostat shall stage heating element and fan to maintain space temperatures set point. E.Exhaust Fan (EF-1(E)) 1.Interlock fan with lighting control time clock to run continuously during occupied hours. F.Gas Fired Rooftop Unit (RTU-1, RTU-2, RTU-3, RTU-4) 1.Wall mounted thermostat shall sequence heating and cooling. Provide with sub-base to manually select heating, cooling, fan on-off, auto operation. 2.Unit shall operate in occupied or unoccupied modes based upon time clock sequence as determined by owner. 3.Unoccupied mode - The supply fan will be off, the outdoor air damper will go to 100% closed position and unit will cycle on with a call for heating or cooling. 4.Occupied mode - The supply fan shall run continuously, the outdoor air damper will open to the minimum air position and the unit will go into the heating or cooling mode, based upon room thermostat setpoint temperature. 5.Upon a call for cooling, and the outdoor air temperature is 55 degrees F. (adjustable) or cooler, the unit shall go into economizer mode. If the outdoor air temperature is greater than 55 degrees F. (adjustable), the outside air damper shall go to minimum position, and the compressors will be energized. 6.Upon a call for heating, the gas burner shall fire. 7.A low temperature thermostat will de-energize the supply fan and close the outside air damper if the mixed air temperature is sensed at 40 degrees F or colder. 8.A duct mounted, photoelectric smoke detector (furnished by electrical contractor and installed by mechanical contractor) shall shut down the unit, close the outside air damper and send a signal to the fire alarm panel when activated. Both safeties will require manual reset, and will activate an alarm at the local control panel. Section 233000 - Air Distribution Systems A.General 1.Furnish all materials, labor, equipment and accessories required to install complete air distribution systems. 2.Contractors bidding this project shall visit this site and familiarize themselves with all condition affecting their work. Submission of a bid on this project shall be construed as having such knowledge. 3.Verify exact conditions in field and coordinate with these drawings and other trades before beginning new work. 4.Determine exact locations for all new and relocated ductwork and accessories in field. 5.Coordinate work of this contract with other trades. 6.Any discrepancies between what is shown on drawings or specified and the actual conditions in the field shall immediately be brought to the attention of the architect before proceeding. 7.Building and surfaces damaged during installation shall be repaired, replaced, and/or restored to original condition after completion of work and before acceptance by owner. 8.This contractor is also referred to the appropriate mechanical and plumbing specification sections the items of equipment to be bid as a part of this project. B.Ductwork 1.Fabricate and erect all ductwork to ASHRAE and SMACNA standards from galvanized steel. Comply with NFPA 90A requirements. 2.Ductwork shall be SMACNA low pressure construction 2" static pressure rating with Seal Class B seams and joints, unless otherwise noted. 3.Include all acoustic, airfoil shaped perforated aluminum turning vanes, manual dampers, flexible connectors, grilles and diffusers, acoustic lining, and other sheet metal accessories for the project. 4.Changes in direction, in low velocity supply air rectangular ductwork, shall be made with full radius elbows with radius equal to 1_1/2 times the horizontal width of the duct, or with square elbows with turning vanes. Turning vanes shall be constructed of the same material as the surrounding ductwork and two (2) gauge numbers heavier. 5.Furnish and install all manual balancing dampers, splitter dampers, extractors, and deflectors required to properly distribute the air. All dampers, extractors and deflectors shall be constructed of the same material as the surrounding ductwork, unless noted otherwise on the drawings. All manual balancing dampers shall be the opposed blade type. 6.Furnish and install all automatic control dampers unless noted otherwise on the drawings, all control dampers shall be opposed blade type and shall have leakage of less than 1 percent when closing against 4" water column static pressure and when sized for 2000 fpm velocity. 7.All manual balancing dampers, splitter dampers, extractors and deflectors shall be controlled by Young No. 1 or Ventlock No. 688 regulators. If ductwork is accessible, mount the regulator on the ductwork. If ductwork will be inaccessible after the installation of the ceiling or walls, mount the regulator in a steel, flush mounted box specifically designed for this purpose. Provide all linkage, top bearings and/or gear drives required for the remote installation of the regulator. 8.All branch connection fittings in rectangular ductwork shall be 45 degree transition type, conical fittings or spin-in fittings with integral air scoops. Butt fittings are not acceptable. 9.Exhaust duct outlets shall be installed a minimum of 10'-0" from all outside air intakes. 10.Kitchen hood exhaust duct shall be minimum thickness 0.060” black steel with liquid-tight welded joints, where concealed, and of 18-Ga. minimum stainless steel where exposed. Install per local code and NFPA 96 requirements. Maintain 18" clearance from duct to combustibles. 11.All exposed round ductwork shall be spiral seam ductwork and painted a color as selected by the architect. C.Duct Liner 1.Acoustic line all rectangular ducts for first 10'-0” and indicated on drawings with 1” thick non-flaking, coated medium density liner, apply to manufacturer's recommendations. 2.Duct dimensions indicated on drawings are clear inside dimensions (free area). 3.Duct liner shall comply with NFPA 90A and 90B (latest edition) requirements. D.Duct Accessories 1.Flexible ductwork (as manufactured by Clevaflex, Flexmaster or Wiremold). a.Flexible ducts shall be independently supported from the structure and connected with plastic draw bands and tightened. Flexible ducts shall be limited to 48" maximum straight length. Flexible ducts shall be constructed of 1 1/2" insulation with vinyl vapor barrier jacket and rated at 10" W.C. for sizes though 12", UL listed, and meet 25/50 flame and smoke test. Flexible ducts are not permitted in rooms without ceiling. 2.Dampers (as manufactured by Ruskin, Nailor or Safe-Air) a.Fabricate in accordance with SMACNA Standards. Provide end bearings and locking, indicating quadrant regulators. Blade to be single thickness with continuous hinge or rod. 3.Control Dampers (as manufactured by Ruskin, Nailor or Safe-Air) a.Fabricate blade of double thickness sheet metal, opposed blade type with self-aligning rod and end bearing suitable for use with an actuator. 4.Backdraft Dampers (as manufactured by Ruskin, Nailor or Safe-Air) a.Multiple blade, parallel type damper constructed of galvanized steel with felt or flexible vinyl sealed edges, ball bearings, pivot pin and adjustment device for varying pressures. 5.Fire Dampers (as manufactured by Ruskin, Nailor or Safe-Air) a.Fabricate in accordance with NFPA 90A and UL555. Dampers shall be suitable for use in the vertical or horizontal position as indicated on the drawings, be type 'B' with blades out of airstream, and be rated for 1-1/2 hours minimum (unless noted otherwise). b.Provide duct mounted access doors at all fire damper locations. 6.Access Doors (as manufactured by Ruskin, Nailor or Safe-Air) a.Fabricate in accordance with SMACNA standards. Doors to be fabricated of galvanized steel with sealing gasket and quick locking device. b.For insulated ductwork, doors shall have minimum 1” insulation with sheet metal cover. E.Furnish and install all hood exhaust ductwork. F.Roof mounted equipment shall be supported using Pate curbs. G.Firestopping 1.See Section 200510 Basic Materials and Methods. Section 237000 - HVAC Systems and Equipment A.General 1.Furnish all equipment, material, labor, tools, etc., for the complete HVAC system. Install complete and place in operation. 2.Contractors bidding this project shall visit this site and familiarize themselves with all conditions affecting their work. Submission of a bid on this project shall be construed as having such knowledge. 3.Verify exact conditions in field and coordinate with these drawings and other trades before beginning new work. 4.Determine exact locations for all new and relocated equipment, piping, conduits and ductwork in field. 5.Coordinate work of this contract with other trades. Conflicts shall immediately be brought to the attention of the architect. Architect's resolution to conflicts shall be final. 6.Any discrepancies between what is shown on drawings or specified and the actual conditions in the field shall immediately be brought to the attention of the architect before proceeding. 7.Building and surfaces damaged during installation shall be repaired, replaced, and/or restored to original condition after completion of work and before acceptance by owner. B.Equipment 1.Mechanical contractor to furnish all HVAC equipment indicated and/or scheduled on the drawings complete with bases, isolators, supports and other required accessories. 2.Install complete and place in proper operation per manufacturer's recommendations, lubricate and adjust as required. Furnish and install clean set of filters prior to balancing. 3.Equipment to be make and model as scheduled unless alternate equipment of equivalent quality and performance is submitted as a substitution prior to bidding. All substitutions are subject to acceptance without qualification by owner, engineer and architect. 4.Contractor shall perform routine service inspection of all existing HVAC equipment to remain. Lubricate bearing, service control systems, replace fan belts and install new filters in each rooftop unit. 5.Contractor shall field verify refrigerant charge and add refrigerant if the charge is less than manufacturer's specifications. 6.Submit service report to any major component failures or malfunctions. Report shall include cost to service all malfunctioning or damaged items listed. Cost shall include parts and labor. Equipment shall be placed in full operation with controls calibrated upon completion of project. C.See equipment schedules on mechanical drawings.COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 3:06 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M4.1-M4.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA M4.2MECHANICAL SPECIFICATIONS \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 M4.1-M4.2.dwg, M4.2, 10/31/2016 3:06:40 PM, 1:1 20A - 125V GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED 18" AFF, UNLESS CONDUIT WITH WIRING RUN CONCEALED BELOW FLOOR. CROSS HATCHING INDICATES CONDUIT WITH WIRING RUN CONCEALED IN OR ABOVE CEILING OR WALL, OR RUN DATA OUTLET MOUNTED 18" AFF, UNLESS NOTED OTHERWISE, PROVIDE 1"C WITH COMBINATION MAGNETIC STARTER / FUSED DISCONNECT SWITCH WITH HOA COMBINATION MAGNETIC STARTER NON-FUSE DISCONNECT SWITCH WITH HOA 20A - 125V ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED 18" AFF, 20A - 125V GROUNDING TYPE QUADRAPLEX RECEPTACLE MOUNTED 18" AFF, 20A - 120V/277V SINGLE POLE TOGGLE SWITCH MOUNTED 48" AFF, UNLESS MANUAL MOTOR STARTER WITH THERMAL OVERLOADS & LOCKING HASP MOUNTED HORN/STROBE UNIT MOUNTED 80" AFF TO BOTTOM. TAMPER SWITCH SUPPLIED & INSTALLED BY SPRINKLER CONTRACTOR. FLOW SWITCH SUPPLIED & INSTALLED BY SPRINKLER CONTRACTOR. DUCT-TYPE SMOKE DETECTOR WITH REMOTE TEST STATION PROVIDED & WIRED BY DISCONNECT SWITCH - TYPE & RATING AS SHOWN ON PLANS PANELBOARD MOUNTED 6'-6" TO TOP. SEE PANEL SCHEDULES & ELECTRICAL ELECTRICAL SYMBOL LEGEND DESCRIPTION STROBE LIGHT MOUNTED 80" AFF TO BOTTOM. MANUAL PULL STATION MOUNTED 48" AFF TO TOP. 50A - 250V RANGE OUTLET, 30" AFF TELEPHONE OUTLET MOUNTED 18" AFF UNLESS NOTED OTHERWISE. PROVIDE 1"C JUNCTION BOX - SIZE AS REQUIRED BY NEC SYMBOL COMBINATION TELEPHONE/DATA OUTLET MOUNTED 18" AFF, UNLESS NOTED CEILING-MOUNTED SMOKE DETECTOR IG s F F TS FS DD J TV SD V EXPOSED IN UNFINISHED AREAS. CROSS HATCHING INDICATES NUMBER OF CONDUCTORS (#12 AWG - MINIMUM). PROVIDE A CODE-SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE CONDUCTORS SHOWN. SHADED DOT INDICATES CODE-SIZED ISOLATED GROUND WIRE IN CONDUIT. NUMBER OF CONDUCTORS (#12 AWG - MINUMUM). PROVIDE A CODE-SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE CONDUCTORS SHOWN. SHADED DOT INDICATES CODE-SIZED ISOLATED GROUND WIRE IN CONDUIT. ONE-LINE DIAGRAM. 48" AFF, UNLESS NOTED OTHERWISE NOTED OTHERWISE (3 = 3 WAY SWITCH / 4 = 4 WAY SWITCH) NOTED OTHERWISE UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE WITH PULLWIRE TO ACCESSIBLE CEILING SPACE. PROVIDE CONDUIT BUSHING. PULLWIRE TO ACCESSIBLE CEILING SPACE. OTHERWISE. 1"C WITH PULLWIRE TO ACCESSIBLE CEILING SPACE. FLUORESCENT LIGHT FIXTURE WITH INTEGRAL EMERGENCY BACK-UP LIGHTING BALLAST. F ELECTRICAL CONTRACTOR - INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR PER CODE. COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR & MANUFACTURER. PROVIDE CONDUIT & WIRING NECESSARY TO SHUT DOWN HVAC UNIT UPON SMOKE DETECTOR ACTIVATION. SPLIT WIRED DUPLEX RECEPTACLE BOTTOM RECEPTACLE ENERGIZED AT ALL TIMES. TOP RECEPTACLE LOCALLY SWITCHED AS SHOWN. ADDRESSABLE FIRE ALARM RELAY CONTROL MODULE WITH DRY CONTACT OUTPUTRM FOR ACTIVATING AUXILIARY DEVICES. ADDRESSABLE FIRE ALARM MONITOR MODULE TO SUPERVISE DRY CONTACTMM INPUT DEVICES. 20A - 125V GROUND FAULT CIRCUIT INTERRUPTING TYPE DUPLEX RECEPTACLE MOUNTED 48" AFF, UNLESS NOTED OTHERWISE. PROVIDE WEATHER RESISTANT (WR) FOR ALL DAMP AND WET LOCATIONS. GFIWR MSB TYP. WR X'FMR W UV V UH UNO SPST TS TTB TV PVC SPKR PNL PRE NIC Ø or PH P.C. NL NTS MTD NF NEC HP LTG MFR MOD MCB M.C. MECH. MATV MAU KCMIL K.E.C. KVA INCAND. JB IG F.P.C. GFI HOA GND HID FS G.C. FC FLUOR FPB F FA FACP EWC EWH CT EUH EH EMT EQ. ETR ELEC. EM EF E.C. DWG. (E) or EXIST. EBB DS CU CUH ATS CH CATV CCTV C BKR AWG ARCH. A AFG AHU AIC AFF AC ELECTRICAL ABBREVIATIONS MCC MLO MOUNTED WATTS VOLTS UNLESS NOTED OTHERWISE GAS FIRED UNIT HEATER TELEPHONE TERMINAL BOARD SINGLE POLE SINGLE THROW SPEAKER POWER ROOF EXHAUSTER NOT TO SCALE NIGHTLIGHT NOT IN CONTRACT TRANSFORMER WEATHER-RESISTANT TYPE DEVICE UNIT VENTILATOR TYPICAL TELEVISION TAMPER SWITCH POLYVINYL CHLORIDE PANEL PLUMBING CONTRACTOR PHASE NON FUSED NATIONAL ELECTRIC CODE CABINET UNIT HEATER GROUND FAULT INTERRUPTING MAIN SWITCHBOARD GROUND ISOLATED GROUND KITCHEN EQUIPMENT CONTRACTOR KILOVOLT AMPERE MAKE-UP AIR UNIT MAIN CIRCUIT BREAKER MECHANICAL CONTRACTOR MAIN LUGS ONLY MOTOR OPERATED DAMPER MANUFACTURER MOTOR CONTROL CENTER LIGHTING MASTER ANTENNA TV MECHANICAL HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSEPOWER INCANDESCENT JUNCTION BOX ONE THOUSAND CIRCULAR MILS DRAWING ELECTRICAL ELECTRIC WATER HEATER ELECTRIC BASEBOARD EXISTING EXISTING TO REMAIN FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR ELECTRIC UNIT HEATER ELECTRIC WATER COOLER FUSE FIRE ALARM FIRE ALARM CONTROL PANEL FAN COIL UNIT FLUORESCENT FAN POWER BOX (VAV) FLOW SWITCH EXHAUST FAN ELECTRIC HEATER EMERGENCY ELECTRICAL METALLIC TUBING EQUAL ELECTRICAL CONTRACTOR DISCONNECT SWITCH COPPER CHILLER CLOSED CIRCUIT TELEVISION CONDUIT ABOVE FINISH GRADE ABOVE FINISH FLOOR AIR CONDITIONING UNIT AMPS COOLING TOWER CONTRACTOR BREAKER AMERICAN WIRE GAGE AUTOMATIC TRANSFER SWITCH ARCHITECTURAL ASYMMETRICAL INTERRUPTING CABLE TELEVISION AIR HANDLING UNIT ------------- ------------ ----------- ----------- ----------- ------------ ---------- ----------- ----------- ----------- ------------- ----------- ----------- ------------ ---------- ------------ ------------ ----------- ------------ ----------- ------ ----------- ----------- ------------ ------------ ---------- ------------ ----------- ------------ ----------- ----------- ----------- ----------- ------------- ------------ ---------- ------------ ---------- ----------- ---------- ------------ ----------- ------------ ----------- ----------- ----------- ------------ ------------ --------- ------------ ---------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- ---------- ----------- ----------- ----------- ---------------------- ----------- ------------ ------------ ------------ ----------- -------- ----------- ----------- ----------- ----------- ---------- ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ------------- ------------- ------------ ---------- CONTR (NEMA 3R RATED) PROTECTION CURRENT UNDERWRITER'S LABORATORY------------UL ROOF TOP UNIT-----------RTU ------------PB PULL BOX NATIONAL FIRE PROTECTION----------NFPA ASSOCIATION MINIMUM-----------MIN METAL HALIDE------------MH MAXIMUM-----------MAX ------------KW KILOWATT -----------HVAC HEATING, VENTILATION, AIR CONDITIONING HIGH PRESSURE SODIUM-----------HPS FT.------------FOOT/FEET DN DOWN------------ ------------DE DUAL ELEMENT BUILDING----------BLDG. P -------------POLE ----------- AFC ABOVE FINISH COUNTER----------- TIE MULTIPLE OUTLETS WIRED ON------------ SAME BRANCH CICRUIT WP WEATHER-PROOF TYPE DEVICE------------ (NEMA 3R RATED) GENERAL NOTES 1.FINAL CONNECTIONS TO LIGHT FIXTURES SHALL BE MADE WITH GREENFIELD FLEXIBLE CONDUIT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 6'-0". 2.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF LIGHT FIXTURES. CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, SPRINKLER HEADS & THE LIKE, WITH REFLECTED CEILING LAY-OUTS AS REQUIRED & DIRECTED BY THE ARCHITECT. 3.ALL DEVICES, EQUIPMENT, FIXTURES, & THE LIKE, MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. 4.REFER TO MECHANICAL, PLUMBING, AND FIRE PROTECTION PLANS FOR EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT. COORDINATE LOCATION OF DISCONNECT SWITCH ASSOCIATED WITH EACH PIECE OF EQUIPMENT WITH RESPECTIVE CONTRACTOR AND INSTALL IN ACCORDANCE WITH THE NEC. 5.REFER TO DIVISION 15 (21, 22 & 23) SPECIFICATIONS, HVAC, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL ELECTRICAL WORK REQUIREMENTS & COORDINATION. 6.ALL RECEPTACLES SHOWN BACK-TO-BACK IN WALLS SHALL BE SEPARATED HORIZONTALLY BY 8" MINIMUM. 7.WHERE OPEN WIRING METHODS FOR LOW VOLTAGE SYSTEMS ARE PERMITTED BY THE CONTRACT DOCUMENTS AND LOCAL AUTHORITY, THE CONDUCTOR INSULATION MUST BE PLENUM RATED. 8.BRANCH CIRCUIT CONDUCTOR SIZES (& CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL & THE LOADS DO NOT EXCEED A LIMIT OF 3%. 9.REGARDLESS OF THE TEMPERATURE RATING OF THE CONDUCTOR INSULATION, ALL CONDUCTOR AMPACITY RATINGS FOR THIS PROJECT SHALL BE DETERMINED FROM THE 75°C CONDUCTOR TEMPERATURE RATINGS INDICATED IN THE NEC TABLES. WHERE EQUIPMENT OR DEVICES ARE PROVIDED WITH TERMINALS/LUGS RATED FOR 60°C, THE AMPACITY RATING OF THE 75°C CONDUCTOR SHALL BE LIMITED TO ITS ASSOCIATED 60°C RATING AS INDICATED IN THE NEC TABLES. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INCREASE THE CONDUCTORS AND CONDUIT SIZE AS REQUIRED. 10.ALL 120V AND 277V BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRAL CONDUCTORS. SHARED NEUTRALS WILL NOT BE PERMITTED FOR MULTI-CIRCUIT INSTALLATIONS. WHERE MULTIPLE CIRCUITS ARE RUN IN A COMMON RACEWAY, THE AMPACITY OF THE CONDUCTORS SHALL BE PROPERLY DERATED & CONDUIT SHALL BE SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN SIX (6) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. REFERENCE NEC ARTICLE AND TABLE 310.15(B)(3)(a). 11.ALL CONDUITS SHALL CONTAIN A GROUND CONDUCTOR SIZED PER NEC TABLE #250.122. IN ADDITION, WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED, A SEPARATE GROUND CONDUCTOR WITH GREEN INSULATION SHALL BE RUN FROM THE PANEL GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE. IN NO CASE SHALL THE SYSTEM GROUND (CONDUCTOR & ASSOCIATED OUTLET BOXES, CONDUIT & BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (CONDUCTOR & DEVICE). WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR ANY REASON (I.E. VOLTAGE DROP, DERATING, ETC.), THE GROUND CONDUCTOR SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY NEC TABLE #250.122. 12.ELECTRICAL INSTALLATION REQUIREMENTS FOR ALL HVAC, PLUMBING, FIRE PROTECTION, SPECIAL SYSTEMS AND OWNER EQUIPMENT BEING FURNISHED BY OTHERS SHALL BE REVIEWED AND COORDINATED WITH OTHER TRADES PRIOR TO ROUGH-IN. OBTAIN EQUIPMENT SHOP DRAWINGS FROM INSTALLER/SUPPLIER/CONTRACTOR/OWNER FURNISHING EQUIPMENT, AS REQUIRED, FOR REVIEW AND COORDINATION. CONTACT ARCHITECT/ENGINEER WITH ANY DISCREPANCIES FOUND BETWEEN CONSTRUCTION DRAWINGS AND EQUIPMENT BEING FURNISHED PRIOR TO ROUGH-IN. 13.THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL ACCESS PANELS, AS REQUIRED FOR SERVICING AND TESTING, FOR EQUIPMENT AND/OR DEVICES FURNISHED UNDER HIS CONTRACT. THE GENERAL CONTRACTOR SHALL INSTALL ACCESS PANELS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EACH ACCESS PANEL WITH THE ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ROUGH-IN. 14.ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID ALL CUTTING, TRENCHING AND PATCHING ASSOCIATED WITH THE ELECTRICAL INSTALLATION. 15.ALL PENETRATIONS THROUGH FIRE RATED WALLS ASSOCIATED WITH THE ELECTRICAL INSTALLATION SHALL BE SLEEVED AND FIRE-STOPPED USING A UL APPROVED METHOD. UL APPROVED METHOD SHALL MEET OR EXCEED FIRE RATING OF STRUCTURE BEING PENETRATED. REFERENCE ARCHITECTURAL PLANS FOR FIRE RATED STRUCTURES. 16.NO CONDUIT, BOXES, WIRING, OR CABLES SHALL BE INSTALLED WITHIN 1 1/2" OF THE LOWEST POINT OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE INSTALLED CONCEALED WITHIN METAL-CORRUGATED ROOF DECKING. FOR EXISTING INSTALLATIONS, ALL EXISTING CONDUIT, WIRING AND CABLE MUST BE MODIFIED AS NEEDED TO MEET THE ABOVE REQUIREMENTS. 17.ALL ELECTRICAL EQUIPMENT AND DEVICES FOR THIS PROJECT MUST BE UL LISTED. DEVICES, EQUIPMENT, SYSTEMS SHALL BE INSTALLED PER N.E.C. REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. 18.ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. FOR EXISTING INSTALLATIONS, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT AND/OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. 19.CONTRACTOR SHALL FIELD VERIFY SLAB ON GRADE FLOOR CONSTRUCTION TYPE PRIOR TO CUTTING. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT A STRUCTURAL FLOOR SLAB THICKER THAN FOUR (4") INCHES WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER OF RECORD. NOTIFY ENGINEER OF RECORD OF ANY SLAB THICKNESS GREATER THAN FOUR (4") INCHES PRIOR TO PROCEEDING WITH ANY SAW CUTTING. NAMEPLATES ARE REQUIRED ON ALL SWITCHBOARDS, DISTRIBUTION RELAYS AND JUNCTION BOXES GREATER THAN 4 11/16" SQUARE. ALSO PROVIDE NAMEPLATES ON BRANCH SWITCHES OF SWITCHBOARDS NAMEPLATE DETAIL EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING IN ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS IDENTIFYING ALL "MAIN SERVICE NAMEPLATE DISCONNECTS" - PANELS, PANEL BOARDS, STARTERS, DISCONNECT SWITCHES, TRANSFORMERS, 2. RED BACKGROUND - WHITE LETTERING NO SCALE 3. STANDARD COLORS: AND DISTRIBUTION PANELS. 1. NOTE: EQUIPMENT DESIGNATION LOCATION OF NAMEPLATE FOR SURFACE MOUNTED PANELS. 1" ENGRAVED LAMACOID, 5/32" LETTERS, 3" WITH ADHESIVE TYPE FASTENER. SECURE TO PANEL BOARD COVER FOR FLUSH-MOUNTED PANELS, INSTALL NAMEPLATE BEHIND DOOR. 5 A 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 2-1/2". B. 14-1/2" FOR WOOD STUD WALLS. A. 32-1/4" FOR STEEL STUD WALLS. NOTES : 1. MAXIMUM DIAMETER OF OPENING : SECTION A-A 43 1 2 FRONT VIEW A METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY N.T.S. UL/cUL SYSTEM NO. W-L-1054 F-RATING = 1-HR. OR 2-HR. T-RATING = 0-HR. L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. L-RATING AT 400°F = 4 CFM/SQ. FT. 1.GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN). 2.(NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2" WIDE. 3.PENETRATING ITEM TO BE ONE OF THE FOLLOWING : A. MAXIMUM 30" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 4.HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT : A. MINIMUM 5/8", FOR A 1-HR. FIRE-RATING. B. MINIMUM 1-1/4" DEPTH, FOR A 2-HR. FIRE-RATING. 5.MINIMUM 1/2" BEAD HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. SECTION A-A 2 5 4 TOP VIEW A 1 6 3 A E. MAXIMUM 4" NOMINAL DIAMETER EMT. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. CONTACT. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: HEAVIER). 6. MINIMUM 1/4" CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF 5. MINIMUM 1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 4. MINIMUM 4" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED. 2. OPTIONAL: MAXIMUM 32" NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 40 OR 1. CONCRETE FLOOR OR WALL ASSEMBLY (3-HR FIRE-RATING): NOTES : 1. MAXIMUM DIAMETER OF OPENING = 32". REQUIRED ON BOTH SIDES OF A WALL ASSEMBLY. 3. MINIMUM 1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-7/8". UL/cUL SYSTEM NO. CAJ1226 A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 4-1/2" THICK). L RATING AT 400° F = 4 CFM/SQ. FT. L RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL. T RATING = 0-HR. F RATING = 3-HR. METAL PIPE THROUGH A SLEEVE IN CONCRETE FLOOR/WALL OR BLOCK WALL N.T.S. EMERGENCY BALLAST & LIGHTING WIRING DIAGRAM N.T.S. NORMAL (AC) BALLAST EMERGENCY BATTERY BALLAST TYPICAL FIXTURE WITH EMERGENCY BALLAST LOCAL SWITCH ( ) IF APPLICABLE NEUTRAL HOT UNSWITCHED LEG SWITCHED LEG NOTES: 1.CONNECT EMERGENCY FIXTURES TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. EMERGENCY FIXTURES OR EMERGENCY BALLASTS SHALL OPERATE WHEN POWER TO LIGHTING CIRCUIT FAILS, REGARDLESS OF NORMAL LIGHTING ON/OFF STATE. TYPICAL EXIT SIGN EXIT NEUTRAL s C CONTACTOR IF APPLICABLE DD TYPICAL FIRE ALARM DEVICE WIRING DIAGRAM N.T.S. SD FFVVF TSFS MM MM SD HD 2 PHONE LINES TO MAIN TELEPHONE BOARD 6-#14 DIGITAL COMMUNICATOR 120VAC TO 20A, 1P BREAKER. LOCK-ON & MARK RED FIRE ALARM CONTROL PANEL ADDRESSABLE PULL STATION 4-#16 AWG WATERFLOW SWITCH TAMPER SWITCH ADDRESSABLE SMOKE & HEAT DETECTORS TO ADDITIONAL DEVICES. PROVIDE E.O.L. RESISTOR AT END OF CIRCUIT. WIRE HORNS & STROBES SEPARATELY FOR SYNCHRONOUS OPERATION 2-CONDUCTOR #14 AWG TO ADDITIONAL DEVICES. PROVIDE E.O.L. RESISTOR AT END OF CIRCUIT. (TYPICAL) TO ADDITIONAL DEVICES. #18 AWG TWISTED SHIELDED PAIR 2-#14 AWG TO FAN CONTROLLER FOR SHUTDOWN 4-#16 AWG SEE NOTE #11 FIRE ALARM SYSTEM NOTES: 1.THE FIRE ALARM SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND MUST MEET ALL STATE & LOCAL CODE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CODE REQUIRED DOCUMENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A.A FLOOR PLAN WHICH INDICATES THE USE OF ALL ROOMS. B.LOCATIONS OF ALARM-INITIATING AND NOTIFICATION APPLIANCES. C.ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT. D.ANNUNCIATION. E.POWER CONNECTION. F.BATTERY CALCULATIONS. G.CONDUCTOR TYPE AND SIZES. H.VOLTAGE DROP CALCULATIONS. I.MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS. J.DETAILS OF CEILING HEIGHT AND CONSTRUCTION. K.THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. THESE DOCUMENTS MUST BE PREPARED BY A CERTIFIED FIRE ALARM DESIGNER AND MUST BE SUBMITTED TO THE LOCAL AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO ROUGH-IN OF SYSTEM. 2.ALL WIRING SHALL BE IN CONDUIT & SHALL BE SIZED PER THE NATIONAL ELECTRIC CODE. DO NOT RUN ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 120VAC WIRING WITH ALARM WIRING. ALL WIRE TO BE SHIELDED CABLE. ALL J-BOXES ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE SPRAY PAINTED "FIRE ENGINE" RED. 3.ALL WIRE & CABLE MUST BE RATED PER THE LATEST REVISION OF THE NATIONAL ELECTRIC CODE SECTION 760. 4.CONFIRM ALL WIRING REQUIREMENTS WITH PROPOSED FIRE ALARM SUPPLIER PRIOR TO BID AND PROVIDE IN ACCORDANCE THEREWITH. WIRING SHOWN ON THIS DIAGRAM REPRESENTS THE MINIMUM SIZE REQUIRED. WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. 5.WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO THE NEXT. SPLICING IS PROHIBITED. 6.THE TYPICAL WIRING DIAGRAM IS NOT INTENDED TO SHOW QUANTITIES OF DEVICES. REFER TO PLANS FOR EXACT QUANTITIES. 7.ALL CONDUCTORS INCLUDING SHIELDS MUST TEST FREE OF OPENS, SHORTS & GROUNDS BEFORE MAKING CONNECTIONS TO THE FIRE ALARM CONTROL PANEL. 8.EACH FIRE ALARM PANEL REQUIRES A DEDICATED 120VAC CIRCUIT. RUN 3-#12 (INCLUDES THE GREEN GROUND WIRE) FROM A 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK-ON CLIP & RED MARKING ON THE BREAKER. 9.SMOKE DETECTOR HEADS MUST BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION. SMOKE DETECTORS SHALL NOT BE MOUNTED WITHIN 3'-0" OF A SUPPLY OR RETURN AIR GRILLE. COORDINATE SMOKE DETECTOR LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 10.IN ALL ROOMS REQUIRING SMOKE DETECTION, IF THERE IS NOT A SMOOTH, FLAT CEILING, THEN DETECTION SHALL BE SPACED PER NFPA 72. IF THERE ARE BEAM DEPTHS LESS THAN 10% OF THE CEILING HEIGHT (0.1 X H), SMOOTH CEILING SPACES SHALL BE PERMITTED. IF THERE ARE BEAM DEPTHS EQUAL OR GREATER THAN 10% OF THE CEILING HEIGHT (0.1 X H), AND THE BEAM SPACING IS EQUAL TO OR GREATER THAN 40% OF THE CEILING HEIGHT (0.4 X H), SPOT SMOKE DETECTORS SHALL BE LOCATED ON THE CEILING IN EACH BEAM POCKET PER NFPA 72 2007, 5.7.3.2.4. 11.HORNS AND STROBES SHALL BE WIRED SEPARATELY FOR SYNCHRONOUS OPERATION. PROVIDE SYNCHRONIZATION MODULES AS REQUIRED TO COMPLY WITH CODE. 12.DUCT DETECTORS SHALL HAVE REMOTE TEST STATIONS INSTALLED IN AN ACCESSIBLE LOCATION AND BE CLEARLY LABELED TO INDICATE THEIR FUNCTION AND THE MECHANICAL UNIT ASSOCIATED WITH EACH DETECTOR. DUCT DETECTOR TEST STATIONS SHALL BE LOCATED AS CLOSE TO THE APPLIANCES AS POSSIBLE FOR EASE IN LOCATING AND UNLESS ASSOCIATED WITH ROOF TOP MECHANICAL UNITS A.IF THERE IS A DROP CEILING, THE REMOTE TEST STATIONS SHALL BE MOUNTED IN CEILING TILES BELOW THE DUCT DETECTORS. B.IF THERE IS A HARD CEILING, THE REMOTE TEST STATIONS SHALL BE LOCATED IN THE CEILING NEXT TO A MINIMUM OF A 2'x4' OR 3'x3' ACCESS PANEL LOCATED BELOW THE DUCT DETECTOR. C.IF THERE IS NO CEILING, THE REMOTE TEST STATIONS SHALL BE MOUNTED ON A PILLAR OR WALL AS CLOSE TO THE DEVICE AS POSSIBLE. 14.THE LOCATION OF ALL DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED AND RECORDED. 15.LOCATIONS OF ALL FIRE ALARM REMOTE TEST STATIONS SHALL BE LABELED PER LOCAL LOCAL AUTHORITY REQUIREMENTS. TEST STATION LOCATIONS SHALL BE FIELD VERIFIED WITH LOCAL AUTHORITY PRIOR TO ROUGH-IN. 16.DUCT DETECTORS SHALL BE INSTALLED AND POSITIONED TO ALLOW EASY ACCESS FOR PERIODIC INSPECTION AND TESTING. 17.FURNISH AND INSTALL A KNOX BOX AS REQUIRED BY LOCAL FIRE DEPARTMENT. EXACT QUANTITIES AND LOCATIONS AS DETERMINED BY LOCAL AUTHORITY. KNOX BOX MANUFACTURER SHALL BE AS REQUIRED BY LOCAL AUTHORITY. PROVIDE AN ADDRESSABLE MONITOR MODULE WHEN REQUIRED. 18.THE FIRE ALARM SUPPLIER SHALL PROVIDE A COPY OF THE PROGRAMMING CODES AND OPERATION MANUALS IN A SLEEVED BINDER ATTACHED TO THE FIRE ALARM CONTROL PANEL. 19.ALL DEVICES TO BE FIELD TESTED WITH WRITTEN CERTIFICATION OF SYSTEM. PERFORM ALL TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. 20.PROVIDE CONNECTION TO REMOTE SUPERVISION AS DIRECTED FOR SUPERVISION OF SYSTEM IN COMPLIANCE WITH LOCAL AUTHORITY & OWNER. PROVIDE ALL INTERFACE REQUIRED TO INITIATE REMOTE SUPERVISION. 21.PROVIDE & INSTALL A CEILING MOUNTED SMOKE DETECTOR IN FRONT OF FIRE ALARM CONTROL PANEL AND EACH REMOTE MOUNTED AUXILIARY PANEL IN ADDITION TO THE DEVICES SHOWN ON THE FLOOR PLANS. 22.PROVIDE & INSTALL MANUAL STATIONS WHERE REQUIRED BY LOCAL AUTHORITIES TO MEET THE REQUIREMENTS OF NFPA-72 SECTION 3-8.1.2 IN ADDITION TO THE DEVICES SHOWN ON THE PLANS. VERIFY WITH LOCAL AUTHORITY PRIOR TO BIDDING & INDICATE COST IN BID PRICE. LIGHTING FIXTURE SCHEDULE TYPE LOAD (VA) VOLTAGE (V) LAMPS MANUFACTURER CATALOG NUMBER DESCRIPTION NO.TYPE A1 D2 P2 FEISS P1201ORB-LA OIL RUBBED BRONZE 5-1/2" D X 11" H MINI PENDANT LIGHT. REQUIRES 1 - LED MEDIUM A19 13W MAX. 120V (INCLUDED). W2 FEISS FEISS LIGHT SCONCE AT 5-1/4" W X 17" H. OIL RUBBED BRONZE BODY WITH CREAM LINEN FABRIC SHADE. TAKES 1 MEDIUM TORPEDO 60W MAX BULB (120V) (NOT INCLUDED). EXIT 34 UNV -LED METALUX 24CZ-LD4-40-UNV-L835-CD-1 2'x4' LED TROFFER. USE OPTION "EL7W" FOR EMERGENCY LIGHTING. 14 120 1 LED 16.7 120 1 LED 13 60 120 1 3 120/277 -LED (WITH UNIT) WB1460ORB E1 18 LITHONIA RECESSED CEILING MOUNTED EMERGENCY LIGHTING UNIT WITH TWO ROUND WHITE THERMOPLASTIC ADJUSTABLE LAMP HEADS, WHITE THERMOPLASTIC FACEPLATE AND LEAD CALCIUM BATTERY. NOTE: AIM HEADS AS REQUIRED FOR PROPER ILLUMINATION ALONG PATH OF EGRESS. ADJUST AS REQUIRED PER AHJ. 120/277 2 8W MR16 (WITH UNIT) ELR2-H LITHONIA LRP-X-X-RC-X-120/277-X EDGE-LIT AC ONLY LED EXIT SIGN WITH SATIN ALUMINUM FLUSH MOUNTED HOUSING, RED LETTERS ON A CLEAR PANEL (WHITE PANEL FOR DOUBLE FACE ONLY) AND FACTORY ENGRAVED CHEVRONS. NOTE: MOUNTING, NUMBER OF FACES, AND CHEVRONS AS INDICATED ON PLANS. VERIFY PRIOR TO ORDERING. MAX 60W MEDIUM TORPEDO 120 1 MAX 13W LED MEDIUM A19 LIGHTING FIXTURE SCHEDULE NOTES: 1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF LIGHT FIXTURE REQUIRED FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES & PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. 2.ALL BALLASTS FOR LINEAR AND COMPACT FLUORESCENT LAMPS SHALL BE INSTANT START WITH LESS THAN 10% THD. ALL SUCH BALLASTS FOR EXTERIOR FIXTURES SHALL BE COLD WEATHER BALLASTS RATED FOR 0°F OR LOWER. SEE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3.ALL LIGHTING FIXTURES UTILIZING DOUBLE ENDED FLUORESCENT LAMPS SHALL BE PROVIDED WITH AN INTEGRAL DISCONNECTING MEANS INSTALLED BY THE FIXTURE MANUFACTURER. FOR SAID FIXTURES WHERE AN INTEGRAL DISCONNECTING MEANS IS NOT AVAILABLE BY THE MANUFACTURER, THE E.C. SHALL FURNISH AND INSTALL A LOCAL EXTERNAL DISCONNECTING MEANS AS REQUIRED PER NEC 410. 4.ALL MR16 LAMPS SHALL BE 10,000 HOUR LAMPS. 5.WHERE LIGHT FIXTURES ARE NOTED TO HAVE EMERGENCY BALLASTS THE EMERGENCY BALLASTS SHALL PROVIDE A MINIMUM OF NINETY (90) MINUTES OF CODE REQUIRED EMERGENCY LIGHTING. EACH EMERGENCY BALLAST PROVIDED SHALL PRODUCE THE MAXIMUM LUMEN OUTPUT AVAILABLE FOR THE LAMP USED. EMERGENCY LIGHTING BALLASTS SHALL BE BODINE OR APPROVED EQUAL. 6.ALL DECORATIVE, AND DOWNLIGHT FIXTURES TO BE PROVIDED WITH 2700K COLOR TEMPERATURE. 7.ALL DECORATIVE LIGHTS ARE TO BE PROVIDED BY OWNER AND INSTALLED BY E.C. 8.ALL GENERAL LIGHTING IS TO BE PROVIDED AND INSTALLED BY E.C. EXIT BORDEN LIGHTING PENDANT LED FIXTURE. VERIFY EXACT MOUNTING HEIGHTS WITH OWNER AND ARCHITECTURAL PLANS. FIXTURE TO BE PAINTED BLACK. 344-LED1/14-120-CCP-0-10V DIM PHILLIPS LIGHTOLIER RECESSED 4" DIMMING LED DOWNLIGHT. PROVIDE EMERGENCY OPTION AS REQUIRED. FLANGE TO BE PAINTED TO MATCH ARCHITECTURAL FINISH. FRAME IN KIT: P4RD15NZ10UVB (ADD EM AS REQUIRED) LIGHT ENGINE: P4RD827VB REFLECTOR: P4RDCC TELEVISION OUTLET MOUNTED AT 18" AFF UNLESS NOTED OTHERWISE, PROVIDE BOX, PLATE AND 1"C UP TO ABOVE CEILING WITH PULL STRING TC TIME CLOCK (INTERMATIC #ET171C) DIMMER SWITCHsD P1 FEISS P1152ORB OIL RUBBED BRONZE 24-1/2" D X 19-3/4" H LARGE PENDANT LIGHT. REQUIRES 4 - MEDIUM A19 60W MAX. 120V (NOT INCLUDED). 100 120 4 MAX 60W OR EQ. A19 BULB P3 FEISS F2400/6ORB OIL RUBBED BRONZE 38" D X 22-1/2 H ISLAND CHANDLIER. REQUIRES 6 - MEDIUM A19 60W MAX. 120V (NOT INCLUDED). 100 120 6 MAX 60W OR EQ. A19 BULB R1 & T1 TECH LIGHTING 700 M0A ANTIQUE BRONZE LOW-VOLTAGE TRACK HEAD. TRACK COMES IN LENGTHS OF 24", 48" & 96". 50 12 -MR16 W1 TECH LIGHTING DJ-WALLY LITE. 12" LENGTH CHROME FINISH WITH CHROME CANOPY AND AMBER GLASS SHIELD. 12 VOLT, 75W ELECTRONIC TRANSFORMER INCLUDED. 75 12 1 700DJWAL12C - WALL LIGHT 700DJ4RFC - DISPLAY JACK 4" ROUND CANOPY 700MR16GAZ - ROUND GLASS SHIELD MR16 D1 COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:56 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E0.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E0.1ELECTRICAL DETAILS TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E0.1.dwg, E0.1, 10/31/2016 2:56:54 PM, 1:1 9. 13. 12. 11. 10. 3. 8. 7. 5. 6. 4. 2. 1. PROVIDE NAMEPLATES PER NAMEPLATE DETAIL. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE- THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL SETTINGS REQUIRED FOR ALL ADJUSTABLE/ELECTRONIC TYPE CIRCUIT BREAKERS WITH LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. THE ELECTRICAL CONTRACTOR THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVICING OR MAINTAINING ELECTRICAL EQUIPMENT. SHALL PROVIDE FINAL COORDINATION STUDY. REQUIRED CLEARANCES. REQUIREMENTS PRIOR TO BIDDING & INCLUDE THE COST OF ALL ONE-LINE DIAGRAM NOTES THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL SWITCHBOARDS, DISTRIBUTION NOT USED. ALL WALL-MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE ALL BUSSING SHALL BE COPPER. PANELS & PANELBOARDS. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. RATED BACKBOARD. CALCULATIONS WITH SHOP DRAWING SUBMITTAL. ASSOCIATED LABOR, MATERIALS, & CHARGES IN HIS BID. ALL NEW FLOOR-MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PAD. PAD SHALL BE PAINTED TO MATCH FLOOR FINISH COLOR. GENERAL NOTES: 1.NO ELECTRICAL DISCONNECTS, PANELS, METER SOCKETS, ETC. AND THEIR ASSOCIATED ACCESSORIES SHALL BE INSTALLED HIGHER THAN 6'-0"AFF. 2.FINAL LOCATION OF ELECTRICAL STUB IN LOCATIONS ALONG WITH ANY LANDLORD PROVIDED ELECTRICAL PANELS, TRANSFORMERS, DISCONNECTS, ETC. ARE TO BE COORDINATED WITH TENANT FIT OUT PLANS PRIOR TO ROUGH IN. 3.E.C. SHALL DEMOLISH AND REMOVE ANY ELECTRICAL CONDUIT, WIRING, DEVICES, PANELS, TRANSFORMERS, DISCONNECTS, ETC. WITHIN THE SPACE THAT IS NOT TO REMAIN. NO ABANDONED CONDUIT, WIRING, DEVICES, ETC. IS PERMITTED TO REMAIN WITHIN THE SPACE. NOTE: FAULT CURRENT IS UNKNOWN. E.C. SHALL VERIFY AVAILABLE FAULT CURRENT PRIOR TO BID AND SHALL PROVIDE FAULT CURRENT STUDY TO E.O.R. AS PART OF THE REQUIRED SHOP DRAWING SUBMITTALS. NO ELECTRICAL DISTRIBUTION SHALL BE ORDERED UNTIL AVAILABLE FAULT CURRENT IS VERIFIED. EXISTING ELECTRICAL ONE-LINE DIAGRAM N.T.S. GROUND LEVEL INTERIOR BACK OF HOUSEEXTERIOR INTERIOR BACK OF HOUSE NEW ELECTRICAL ONE-LINE DIAGRAM N.T.S. 120/208V-3Ø-4W EXISTING SWITCHBOARD "MSB" 120/208V-3Ø-4W 1200A SECTION AIC: 100,000A 100A PANEL-C EXISTING SWITCHBOARD "MSB" 1200A/3P W/(3)1200AF MAIN SERVICE DISCONNECT SWITCH EXISTING TO REMAIN SWITCHBOARD "MSB" 1200A SECTION 100A DIMMER PNL 200A PANEL-M 400A PANEL-KA 400A PANEL KC 100A RTU-MD 100A RTU-KITCHEN 100A RTU-WD 100A RTU-BAR 200A PANEL-KB 200A PANEL-P 120/208V-3Ø-4W 800A SECTION EXISTING PANELBOARD "PP" 1200A PANEL-PP EXISTING TO REMAIN PANELBOARD "PP" E.C. TO VERIFY SWITCH LABELED AS "PANEL PP" IS IN FACT SERVING THE PANEL LOCATED NEXT TO SWITCHGEAR AT THE EXTERIOR. IF THAT PANEL IS PANEL "PP" E.C. TO VERIFY THE EXISTING 1200A SWITCH IS FUSED DOWN TO A MAXIMUM OF 800A BASED ON THE RATING OF THE PANEL. IF THE SWITCH IS NOT FUSED DOWN TO 800A THEN THE E.C. TO PROVIDE NEW 800A FUSES AS REQUIRED. IF PANEL "PP" IS NOT AT THE EXTERIOR, E.C. TO NOTIFY EOR OF WHAT THIS SWITCH IS SERVICING AS THE EXISTING PANEL IS NOT LABELED. E.C. TO FIELD VERIFY PRIOR TO BID.XXXXXXX X X X125A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL M XXXXXXX X X X125A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL C XXXXXXX X X X125A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL P XXXXXXX X X X250A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL KC XXXXXXX X X X250A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL KB XXXXXXX X X X250A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL KA (SEC 1)XXXXXXX X X X125A. M.L.O. 120/208V-3Ø-4WXX X X X XPANEL KA (SEC 2)XXXXXXX X X X XXXXXXX X X X EXISTING TO BE REMOVED LIGHTING CONTROL PANELS (TYPICAL OF 2) EXISTING TO BE REMOVED ELECTRICAL PANELS DUE TO IN FIELD CONDITIONS OF THE EXISTING PANELS (TYPICAL OF 7) TO EXISTING RTU'S. E.C. SHALL VERIFY THE EXISTING CONDUIT AND WIRE WILL WORK FOR THE NEW ROOF TOP UNITS PRIOR TO BID. EXISTING CONDUIT AND WIRE ROUTED UNDERGROUND TO PANELS TO REMAIN. ALL EXISTING CONDUIT AND WIRE ROUTED UNDERGROUND SERVICING PANELS ARE TO REMAIN. GROUND LEVEL INTERIOR BACK OF HOUSEEXTERIOR INTERIOR BACK OF HOUSE 120/208V-3Ø-4W EXISTING SWITCHBOARD "MSB" 120/208V-3Ø-4W 1200A SECTION AIC: 100,000A 100A SPARE EXISTING SWITCHBOARD "MSB" 1200A/3P W/(3)1200AF MAIN SERVICE DISCONNECT SWITCH EXISTING TO REMAIN SWITCHBOARD "MSB" 1200A SECTION 100A SPARE 200A PANEL-L 400A PANEL-K 400A PANEL-R 100A RTU-2 100A RTU-1 100A RTU-3 100A RTU-4 200A SPARE 200A SPARE 120/208V-3Ø-4W 800A SECTION EXISTING PANELBOARD "PP" 1200A PANEL-PP EXISTING TO REMAIN PANELBOARD "PP" CODED NOTES: 1.EXISTING CONDUIT AND WIRING FOR EACH PANEL SHALL REMAIN. E.C. TO EXTEND CONDUIT AND WIRE AS REQUIRED TO THE NEW PANELS. E.C. SHALL VERIFY THE EXISTING CONDUIT AND WIRING MEETS OR EXCEEDS THE REQUIRED SIZE PER THE NEC. IF THE EXISTING CONDUIT AND WIRING IS UNDERSIZED, THE E.C. IS TO NOTIFY OWNER, EOR AND ARCHITECT FOR FURTHER REVIEW. E.C. SHALL FIELD VERIFY SCOPE PRIOR TO BID. 2.EXISTING CONDUIT AND WIRE TO ROOFTOP UNIT LOCATIONS SHALL REMAIN. E.C. SHALL VERIFY THE EXISTING CONDUIT AND WIRE IS PROPERLY SIZED PER FOR THE NEW ROOFTOP UNITS. REFERENCE E3.3 FOR MORE INFORMATION. 3.NEW J-BOX SIZED PER NEC BY E.C. E.C. SHALL EXTEND CONDUIT AND WIRE TO NEW PANEL SIZED AS A MINIMUM AS SHOWN. 4.(4)#4/0 & (1)#4 GND IN 2-1/2"C. 5.(4) 250 KCMIL & (1)#4 GND & (1)#4 ISO GND IN 2-1/2"C. 6.(4)#1 & (1)#6 GND IN 2"C. # 125A. M.L.O. 120/208V-3Ø-4W PANEL L 250A. M.C.B. 120/208V-3Ø-4W PANEL R 225A. M.L.O. 120/208V-3Ø-4W PANEL K (SEC 1) 225A. M.L.O. 120/208V-3Ø-4W PANEL K (SEC 2) 21 (NEW) 1 E.C. SHALL PROVIDE A NEW NAMEPLATE LABELED AS PANEL SHOWN. E.C. SHALL PROVIDE FUSES SIZED PER PANEL REQUIREMENTS (TYPICAL OF 3) EXISTING DISCONNECTS TO BE RELABELED AND USED AS A SPARE. E.C. SHALL REMOVE ALL FUSES FROM DISCONNECTS. E.C. TO PROVIDE A NEW NAMEPLATE LABELED AS "SPARE." (TYPICAL) E.C. SHALL PROVIDE NEW FUSES FOR THE CORRESPONDING RTU AS REQUIRED. E.C. SHALL FIELD VERIFY THE EXACT DISCONNECT FOR EACH RTU PRIOR TO BID AND ROUGH IN. E.C. SHALL PROVIDE A NEW NAMEPLATE LABELED AS EACH CORRESPONDING RTU. (TYPICAL) (NEW)(NEW)(NEW) TIME CLOCK CONTACTORS E.C. SHALL VERIFY 100% RATED FUSES ARE PROVIDED FOR EACH DISCONNECT SWITCH (TYPICAL OF 3) 3 3 3 6 5 4 4 COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:57 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E1.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E1.1ELECTRICAL ONE-LINE DIAGRAM TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E1.1.dwg, E1.1, 10/31/2016 2:57:08 PM, 1:1 RPANELBOARD DESIGNATION KPANELBOARD DESIGNATION PANELBOARD DESIGNATION PANELBOARD NOTES ELECTRICAL LOAD SUMMARY K (NEW PANEL)(NEW PANEL)(NEW PANEL) DISTRIBUTION PANEL LOAD SUMMARY DISTRIBUTION PANEL LOAD SUMMARY LPANELBOARD DESIGNATION (NEW PANEL) CONTACTOR SCHEDULE LIGHTING CONTROL DIAGRAM N.T.S.COPYRIGHT©2016ARCHITECTSPLUS,INC.-10/31/2016-4:29PM-\\Tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876E1.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENTCENTEREDDESIGN10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIOGRILLCARMEL,INDIANAINTERIORRENOVATIONFOR:2375EAST116THSTCARMEL,IN,460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBATBATBA 87" SHEER GRILL 87" SHEER GRILL DEMOLITION NOTES 1.IN EVERY INSTANCE OF DEMOLITION AND/OR REMODELING, THE ELECTRICAL CONTRACTOR SHALL FIGURE A COMPLETE JOB AS NONE OTHER SHALL BE ACCEPTED. 2.THE DRAWINGS ARE TO BE USED ONLY AS A GUIDELINE FOR DEMOLITION. THE ELECTRICAL CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING TO VERIFY ALL WORK REQUIRED FOR A COMPLETE JOB & INCLUDE THE COST OF SUCH WORK IN HIS BID. 3.THE ELECTRICAL CONTRACTOR SHALL MAINTAIN EXISTING SERVICES TO & IN THE EXISTING AREA AS REQUIRED. 4.IF NECESSARY, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES IN THE EXISTING AREAS. 5.THE ELECTRICAL CONTRACTOR SHALL DISCONNECT & REMOVE ELECTRIC SERVICE TO ALL MECHANICAL EQUIPMENT BEING REMOVED AS A RESULT OF THE REMODELING. 6.ELECTRICAL EQUIPMENT & DEVICES SHALL BE REMOVED COMPLETE U.N.O. INCLUDING CONDUIT & WIRE. 7.FLUSH MOUNTED WALL OUTLETS SHALL BE BLANKED-OFF WITH A COVERPLATE. COVERPLATE COLOR SHALL BE SELECTED BY ARCHITECT. 8.ANY EXISTING CONDUIT, WIRING AND/OR ELECTRICAL & MECHANICAL DEVICES BEING DISTURBED BY THE WORK SHALL BE REWORKED BY THIS CONTRACTOR AS REQUIRED TO RETURN TO ITS FORMER EXISTING OPERATING CONDITION. 9.ANY CIRCUITS FEEDING THROUGH DEVICES OR EQUIPMENT BEING RELOCATED, REWORKED, OR ABANDONED & SERVING OTHER ELECTRICAL DEVICES, AND/OR EQUIPMENT SHALL BE MAINTAINED BY PROVIDING J-BOXES OR OTHER ACCEPTABLE METHOD AS REQUIRED. 10.ALL WALLS, CEILINGS, FLOORS, ETC., BEING DISTURBED BY THE WORK SHALL BE RETURNED TO FINISHED CONDITIONS TO MATCH EXISTING BY THE ELECTRICAL CONTRACTOR & HE SHALL DO HIS OWN CUTTING & PATCHING AS NECESSARY UNDER HIS CONTRACT. 11.EXISTING MATERIALS SHALL BE TURNED OVER TO THE OWNER. IF NOT REQUIRED BY OWNER, THE ELECTRICAL CONTRACTOR SHALL REMOVE THESE MATERIALS FROM THE PREMISES. 12.NO CONDUIT, BOXES, WIRING, OR CABLES SHALL BE INSTALLED WITHIN 1 1/2" OF THE LOWEST POINT OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE INSTALLED CONCEALED WITHIN METAL-CORRUGATED ROOF DECKING. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT, BOXES, WIRING, AND CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. 13.ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/OR REWORK EXISTING CONDUIT AND/OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. CODED NOTES: 1.AREA OF DEMOLITION. E.C. SHALL COMPLETELY REMOVE ALL LIGHTING INCLUDING BUT NOT LIMITED TO DOWNLIGHTS, DECORATIVE LIGHTING, EMERGENCY LIGHTING, ETC. AND ALL ASSOCIATED SWITCHES, ELECTRICAL WIRING, CONDUIT, ETC. BACK TO SOURCE. E.C. TO VERIFY SCOPE PRIOR TO BID. 2.EXISTING HVAC/MECHANICAL EQUIPMENT TO BE REMOVED IN ITS ENTIRETY. E.C. TO DEMO ALL INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, WIRING, DISCONNECTS, RECEPTACLES, LIGHTS, THERMOSTATS, ETC. THAT ARE ASSOCIATED WITH THE EXISTING EQUIPMENT. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 3.AREA TO BE DEMOLISHED IN ITS ENTIRETY. E.C. SHALL COMPLETELY REMOVE ALL DEVICES AND ASSOCIATED ELECTRICAL CONDUIT, WIRING, ETC. WITHIN THE AREA BACK TO SOURCE U.N.O. E.C. SHALL PATCH FLOOR OR WALL AS REQUIRED. E.C. SHALL VERIFY ALL REMAINING DEVICES ON THE SAME CIRCUIT ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. E.C. TO VERIFY THE EXACT AREA TO BE DEMOLISHED WITH ARCHITECTURAL PLANS PRIOR TO REMOVING ANY DEVICES. 4.EXISTING PANEL INSTALLED WITHIN THE CUSTOM BUILT COUNTER TO BE REMOVED IN ITS ENTIRETY. E.C. SHALL REMOVE ALL ASSOCIATED DEVICES, ELECTRICAL CONDUIT, WIRE, ETC. BACK TO SOURCE. E.C. SHALL PATCH FLOOR AND WALLS AS REQUIRED. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 5.EXISTING TO REMAIN ICE MACHINE. E.C. SHALL VERIFY ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. E.C. SHALL VERIFY THE EXISTING DISCONNECT, WIRING, CONDUIT, ETC. MEETS OR EXCEEDS ALL NEC CODE REQUIREMENTS ALONG WITH ALL THE LOCAL JURISDICTION HAVING AUTHORITY CODE REQUIREMENTS. E.C. SHALL BE RESPONSIBLE FOR PROVIDING ANY NEW ELECTRICAL DEVICES, WIRE, CONDUIT, ETC. FOR THE ICE MACHINE TO BE IN COMPLIANCE. E.C.TO FIELD VERIFY SCOPE PRIOR TO BID. E.C. SHALL NOTIFY THE ARCHITECT, EOR AND OWNER OF ANY REQUIRED CHANGES PRIOR TO PURCHASE OF ANY NEW EQUIPMENT. 6.POWER STUB IN LOCATION FOR DISH MACHINE TO BE REMOVED IN ITS ENTIRETY BACK TO SOURCE INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, WIRING, DEVICES, ETC. E.C. SHALL PATCH WALL AS REQUIRED. 7.EXISTING FREEZERS TO REMAIN. ALL ASSOCIATED LIGHTING, MECHANICAL EQUIPMENT, ELECTRICAL WIRING, CONDUIT, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO VERIFY ALL DEVICES, LIGHT FIXTURES, ETC. ARE IN PROPER WORKING CONDITION, CLEAN AND RE-LAMP/PROVIDE NEW LIGHT FIXTURES AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL DEVICES ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 8.EXISTING SPRINKLER ROOM TO REMAIN. ALL ASSOCIATED LIGHTING, MECHANICAL EQUIPMENT, ELECTRICAL WIRING, CONDUIT, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO VERIFY ALL DEVICES, LIGHT FIXTURES, ETC. ARE IN PROPER WORKING CONDITION, CLEAN AND RE-LAMP/PROVIDE NEW LIGHT FIXTURES AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL DEVICES ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. #GENERAL NOTES: 1.REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL DEMO WORK. 2.E.C. TO REMOVE ALL EXISTING CONDUIT, WIRE, ETC. THAT IS NOT TO REMAIN. NO ABANDONED CONDUIT, WIRE, DEVICES, ETC. IS PERMITTED TO REMAIN WITHIN THE SPACE. NO ABANDONED MATERIAL IS PERMITTED TO REMAIN ABOVE ANY CEILING OR WITHIN WALLS. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 3.EXISTING FIRE ALARM SYSTEM SHALL REMAIN. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL FIRE ALARM DEVICES AND PANELS ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 4.E.C. TO COORDINATE WITH OWNER ON THE REMOVAL OF EXISTING AUDIO SECURITY EQUIPMENT PRIOR TO DEMOLITION OF ANY EXISTING EQUIPMENT. 5.EXTERIOR LIGHTING TO BE REPLACED AS A SEPARATE PERMIT PACKAGE NOT INCLUDED ON THIS PLAN. F F +15"ETR ETR ETR T +8'-11" TV TV TV +6'-1" TV +6'-4" FF ETR ETR +13"ETR F ETR T V V ETR ETR ETR GFIGFI ETRETR 6(D) 3 1(D) ETR FSTS KA KA K KB KC F ETR ETR FT P 1(D) 1(D) C M F ETR ETR F T J 1(D) 2(D) 4(D) 6(D)1(D) EXISTING EXTERIOR LIGHT FIXTURE TO BE REMOVED AND REPLACED WITH A NEW FIXTURE. (TYPICAL OF 2) EXISTING TO REMAIN KNOX BOX LOCATED ON EXTERIOR WALL. (NOT SHOWN) LIGHTING CONTROL PANEL EXISTING TO BE REMOVED IN ITS ENTIRETY. E.C. SHALL PATCH WALL AS REQUIRED. EXISTING TO BE REMOVED ELECTRICAL PANELS. E.C. TO PATCH WALLS AS REQUIRED.EXISTING TO BE REMOVED FIRE ALARM PANEL AND SECURITY EQUIPMENT (IF REQUIRED BY OWNER). E.C. TO VERIFY SCOPE PRIOR TO BID. EXISTING TO REMAIN TELEPHONE DEMARK EXISTING EXIT SIGN TO BE REMOVED IN ITS ENTIRETY BACK TO SOURCE (TYPICAL U.N.O.) EXISTING EMERGENCY LIGHT TO BE REMOVED IN ITS ENTIRETY BACK TO SOURCE (TYPICAL U.N.O.) EXISTING EMERGENCY LIGHT TO BE REMOVED IN ITS ENTIRETY BACK TO SOURCE (TYPICAL U.N.O.) EXISTING TO REMAIN POWER STRIP AND DATA RECEPTACLES (TYPICAL THIS ROOM) 3 EXISTING HEATED AIR CURTAIN MOUNTED ABOVE THE DOOR TO REMAIN. ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. SHALL REMAIN 4 6 5 7 3 3 3 3 3 3 3 3 ELECTRICAL DEMOLITION PLAN 1/4"= 1'-0" ETR ETR 2 LIGHTING CONTROL PANEL EXISTING TO BE REMOVED IN ITS ENTIRETY. E.C. SHALL PATCH WALL AS REQUIRED.EXISTING DISCONNECT TO BE REMOVED IN ITS ENTIRETY. EXISTING FLOW AND TAMPER SWITCH LOCATIONS TO REMAIN. E.C. TO TIE EXISTING TAMPER AND FLOW SWITCHES INTO NEW FIRE ALARM CONTROL PANEL. EXISTING TO REMAIN WATER HEATER. E.C. SHALL VERIFY ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECT, ETC. ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. ETRETR GFI +3'-1" GFI GFI GFI GFI EXISTING RECEPTACLE TO BE REMOVED IN ITS ENTIRETY. E.C. SHALL DEMOLISH ALL ELECTRICAL CONDUIT, WIRING, ETC. BACK TO SOURCE (TYPICAL U.N.O.). E.C. SHALL PATCH WALL/ PROVIDE COVER PLATE AS REQUIRED. VERIFY EXACT FINISH REQUIREMENTS WITH ARCHITECTURAL PLANS. ETR 2 EXISTING SWITCHBOARD "MSB" AND PANEL "PP" TO REMAIN s8 2 2 EXISTING BASEBOARD HEATERS TO REMAIN (TYPICAL OF 2) 2 EXISTING PANEL TO BE REMOVED. NEW PANEL TO BE LOCATED HERE PER NEW WORK. REFER TO SHEET E3.2 AND RISER DIAGRAM ON SHEET E1.1. EXISTING PANEL TO BE REMOVED. NEW PANEL TO BE LOCATED HERE PER NEW WORK. REFER TO SHEET E3.2 AND RISER DIAGRAM ON SHEET E1.1.COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:57 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E2.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E2.1ELECTRICAL DEMOLITION PLAN TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E2.1.dwg, E2.1, 10/31/2016 2:57:40 PM, 1:1 GENERAL NOTES: 1.E.C. SHALL BE RESPONSIBLE FOR PROVISIONS OF TEMPORARY LIGHTING AND POWER DURING CONSTRUCTION. E.C. SHALL REMOVE ALL TEMPORARY LIGHTING, WIRING, CONDUIT, DEVICES, ETC. UTILIZED DURING CONSTRUCTION ONCE PERMANENT POWER HAS BEEN ESTABLISHED. E.C. SHALL VERIFY SCOPE PRIOR TO BID. 2.FIXTURES HALF-SHADED AND LABELED AS "EM" SHALL BE PROVIDED WITH AN INTEGRAL EMERGENCY BALLAST. 3.ALL EMERGENCY LIGHTS AND EXIT SIGN BATTERIES SHALL BE WIRED AHEAD OF ALL LOCAL SWITCHING AND LIGHTING CONTROLS. 4.REFERENCE MECHANICAL PLANS FOR MORE INFORMATION. 5.ALL OVERHEAD ROUTING OF CONDUIT TO BE INSTALLED TIGHT TO STRUCTURE. 6.EXTERIOR LIGHTING WILL BE REPLACED AS A SEPARATE PERMIT PACKAGE NOT INCLUDED ON THIS PLAN. CODED NOTES: 1.EMERGENCY LIGHT AND EXIT SIGN BATTERIES SHALL BE WIRED AHEAD OF ALL LOCAL SWITCHING AND LIGHTING CONTROLS. 2.DIMMER SWITCHES FOR RESTAURANT LIGHTING. DIMMER SWITCH D1 = Z1 DIMMER SWITCH D2 = Z2 DIMMER SWITCH D3 = Z3 DIMMER SWITCH D4 = Z4 DIMMER SWITCH D5 = Z5 3.EXISTING FREEZERS TO REMAIN. ALL ASSOCIATED LIGHTING, ELECTRICAL WIRING, CONDUIT, ETC. SHALL REMAIN. E.C. TO VERIFY ALL LIGHT FIXTURES ARE IN PROPER WORKING CONDITION. E,C. TO CLEAN AND RE-LAMP/ PROVIDE NEW LIGHT FIXTURES AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL DEVICES ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 4.EXISTING SPRINKLER ROOM TO REMAIN. ALL ASSOCIATED LIGHTING, ELECTRICAL WIRING, CONDUIT, ETC. SHALL REMAIN. E.C. TO VERIFY ALL LIGHT FIXTURES ARE IN PROPER WORKING CONDITION. E,C. TO CLEAN AND RE-LAMP/ PROVIDE NEW LIGHT FIXTURES AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL DEVICES ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 5.WALL MOUNTED EMERGENCY FIXTURE MOUNTED AT 12FT. AFF. VERIFY LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. # ELECTRICAL LIGHTING PLAN 1/4"=1'-0"N A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1A1 A1 A1 W1 D2D2D2D2D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2D2 D2 D2 P1 P1P1 P1P1 P1P1 P1P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 W1 W1 W1 W1W1 T1 T1 T1 T1 P2 P2 P2 T1T1 P3 P2 P3 P2 W1W1 P2 P2 W1 W1 W1 W1 W1 P2 P2 P2 P2 P2 W1 W1 W1 W1 W2W2 D1 D1 D1 D1 W2 W2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2D2 D1D1D1D1 87" SHEER GRILL 87" SHEER GRILL W2 W2 P3EM EM EM EM EMs4s3 L-6 L-7 (Z5) EM EM EM EM EM EM EM EM EM EM EM L-4 E1 E1 E1 E1 E1 E1 E1s32 L-8 L-21 (Z3) 1 s 1 1 1 1 3 OC OC OC OC OC sD1sD2sD3sD4sD53 4 EXITL-17 (Z3) L-15 (Z3) L-13 (Z4) L-19 (Z4) L-1 (Z2) L-5 (Z2) L-23 (Z1) L-3 (Z1) L-11 (Z5) TRACK HEAD TYPE "R1" (TYP. U.N.O.) L-9 (Z4) E2 E2 E2 E2 E2 E2 E2 E2 E2 COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:57 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E3.1ELECTRICAL LIGHTING PLAN TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.1.dwg, E3.1, 10/31/2016 2:57:58 PM, 1:1 N ELECTRICAL POWER PLAN 1/4" = 1'-0" 87" SHEER GRILL 87" SHEER GRILL GENERAL NOTES: 1.REFERENCE ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND WORK THAT MAY BE ASSOCIATED WITH THE ELECTRICAL INSTALLATION. 2.E.C. SHALL BE RESPONSIBLE FOR PROVISIONS OF TEMPORARY LIGHTING AND POWER DURING ALL PHASES OF CONSTRUCTION. 3.REFERENCE E4.1 FOR KITCHEN AND BOH LAYOUTS. 4.E.C. SHALL REPLACE ALL EXISTING TO REMAIN RECEPTACLES AND DATA RECEPTACLES WITH NEW DEVICES AND COVER PLATES TO MATCH ARCHITECTURAL FINISH. 5.ALL EXISTING FIRE ALARM DEVICES TO REMAIN ARE TO BE TIED INTO THE NEW FIRE ALARM CONTROL PANEL LOCATED IN THE OFFICE AT LOCATION SHOWN. E.C. SHALL BE RESPONSIBLE FOR PROVIDING NEW FIRE ALARM DEVICES AS REQUIRED TO MEET ALL LOCAL CODE REQUIREMENTS. E.C. TO VERIFY SCOPE PRIOR TO BID. 6.E.C. TO COORDINATE WITH OWNER AND DETERMINE REQUIRED SCOPE FOR AUDIO AND SECURITY PRIOR TO BID. CODED NOTES: 1.EXISTING FREEZERS TO REMAIN. ALL ASSOCIATED LIGHTING, MECHANICAL EQUIPMENT, ELECTRICAL WIRING, CONDUIT, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO VERIFY ALL DEVICES, LIGHT FIXTURES, ETC. ARE IN PROPER WORKING CONDITION, CLEAN AND RE-LAMP/PROVIDE NEW LIGHT FIXTURES AS REQUIRED. E.C. SHALL BE RESPONSIBLE FOR ENSURING ALL DEVICES ARE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 2.E.C. TO TRENCH TO THE NEAREST FURRED OUT COLUMN AND/OR FULL HEIGHT WALL.E.C. SHALL STUB POWER TO THE EQUIPMENT JUNCTION BOX AS SHOWN. E.C. PROVIDE POWER TO EACH RECEPTACLE AND SWITCHES AS INDICATED ON THE EQUIPMENT DRAWINGS. E.C. SHALL VERIFY EXACT REQUIREMENTS AND LOCATIONS WITH EQUIPMENT MANUFACTURER AND ARCHITECT PRIOR TO ROUGH IN. 3.NEW THERMOSTAT PROVIDED AND INSTALLED AT 48"AFF BY M.C. SHOWN FOR COORDINATION PURPOSES ONLY. 4.POS RECEPTACLE TO BE INSTALLED WITHIN THE EXISTING CABINET AT THE THE HEIGHT SHOWN. E.C. SHALL VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS PRIOR TO ROUGH IN. 5.E.C. SHALL REWORK AND TIE IN EXISTING RECEPTACLE TO NEW PANEL AS SHOWN. E.C. TO FIELD VERIFY EXACT WIRING OF ALL DEVICES PRIOR TO BID. 6.IWH-1,2; 8320W, 208V-1Ø ELECTRIC WATER HEATER- PROVIDE A 50A/2P, 208V, NEMA 1 NON-FUSED DISCONNECT SWITCH AT THE UNIT. ROUTE 2#8, 1#10(G)-3/4"C. FROM A 50A/2P BREAKER AT THE PANEL INDICATED TO THE DISCONNECT SWITCH. 7.EXISTING DEVICE LOCATION. PROVIDE NEW DEVICE AND/OR COVERPLATE PER ARCHITECTURAL FINISH IN SAME LOCATION. 8.PROVIDE NEW CONNECTION BETWEEN EXISTING RECEPTACLE AND NEW RECEPTACLE. # NOTE: E.C SHALL PROVIDE FIRE ALARM SYSTEM/DEVICES AS REQUIRED PER LOCAL AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE CODES. E.C. SHALL VERIFY SCOPE PRIOR TO BID. 1 E4.1 FF ETR ETR V V ETR ETRGFIGFI ETRETR F F +15"ETR ETR ETR F ETR F ETR ETR F K (SECTION 2)K (SECTION 1) L 2 E4.1 1 J K-48,50,52,54 2 ssJ ETR R-21 R-27 R-8 EXISTING SWITCHBOARD "MSB" AND PANEL "PP" TO REMAIN R FACP R-37 K-60 T RTU-4 T RTU-1 TRTU-2 T RTU-2 3 3 3 3 R-25 R-17 R-19 EXISTING BASE BOARD HEATERS TO REMAIN. ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO EXTEND EXISTING CONDUIT AND WIRE TO THE PANEL AS SHOWN. E.C. SHALL PROVIDE A NEW BREAKER IN THE PANEL SIZED PER THE NEC AND MANUFACTURER REQUIREMENTS FOR THE EXISTING BASE BOARD HEATERS. E.C. SHALL FIELD VERIFY SCOPE PRIOR TO BID. TC NEW TIME CLOCK (INTERMATIC #ET171C) AND CONTACTOR PANEL. E.C. TO VERIFY ADEQUATE SPACE IS AVAILABLE PRIOR TO ROUGH IN +72" K-58 GFI GFI GFI GFI R-23 5 R-1 IWH 2 8.32 KW 208/1Ø IWH 1 8.32 KW 208/1Ø R-2,4 66 R-40,42 EBB 1(E) EBB 2(E) 7 (TYP. OF ALL "ETR") TV +72" R-35 IG IG R-9 +72" TV+72" IG 8 5 8 8 RUN POWER UP COLUMN R-16 IG 2 COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:58 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.2.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E3.2ELECTRICAL POWER PLAN TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.2.dwg, E3.2, 10/31/2016 2:58:14 PM, 1:1 N ELECTRICAL HVAC ROOF POWER PLAN 1/4" = 1'-0" GENERAL NOTES: 1.EXACT WIRING FOR ALL OF THE EXISTING TO REMAIN EQUIPMENT IS UNKNOWN. E.C. SHALL FIELD VERIFY EXACT ROUTING AND WIRING FOR EACH UNIT TO REMAIN PRIOR TO BID. 2.E.C. SHALL VERIFY THE EXISTING ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. ARE IN PROPER WORKING CONDITION. THE E.C. SHALL BE RESPONSIBLE TO PROVIDE NEW ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. FOR ALL EXISTING EQUIPMENT TO REMAIN TO MEET ALL LOCAL CODE REQUIREMENTS. E.C. TO FIELD VERIFY PRIOR TO BID. HVAC CODED NOTES: D.E.= DUAL ELEMENT TYPE FUSES 1.PROVIDE A LIGHT AND LIGHT SWITCH IN WEATHERPROOF ENCLOSURE (CROUSE-HINDS VXFH25G OR EQUAL) AND WEATHER RESISTANT (WR)/GFI-TYPE RECEPTACLE IN AN IN-USE HEAVY DUTY TYPE WEATHERPROOF ENCLOSURE AT THE UNIT. ROUTE 2#12, 1#12(G) - 3/4"C. TO PANEL INDICATED FOR LIGHT AN RECEPTACLES AS SHOWN ON THE PLAN. ALL LIGHTS SHALL BE CIRCUITED TO THE LOAD SIDE OF THE WR/GFI RECEPTACLE. 2.PROVIDE A 208V, NEMA 3R, 100A/3P FUSIBLE DISCONNECT SWITCH WITH (3) 80A D.E. FUSES AT THE UNIT. E.C. SHALL VERIFY WIRE AND CONDUIT ARE SIZED APPROPRIATELY PER NEC AND EXTEND TO NEW RTU. MINIMUM WIRE SIZE IS AS FOLLOWS: (4) #4 & (1) #8 GND IN 1-1/4"C. PROVIDE NEW AS REQUIRED. 3.PROVIDE A 208V, NEMA 3R, 100A/3P FUSIBLE DISCONNECT SWITCH WITH (3) 70A D.E. FUSES AT THE UNIT. E.C. SHALL VERIFY WIRE AND CONDUIT ARE SIZED APPROPRIATELY PER NEC AND EXTEND TO NEW RTU. MINIMUM WIRE SIZE IS AS FOLLOWS: (4) #4 & (1) #8 GND IN 1-1/4"C. PROVIDE NEW AS REQUIRED. 2.EXISTING REFRIGERATION CONDENSERS TO REMAIN. E.C. SHALL REWORK THE EXISTING CIRCUITS TO THE NEW CORRESPONDING PANEL AS SHOWN. E.C. SHALL EXTEND ALL CONDUIT, WIRING ETC. AS REQUIRED. 3.EXISTING EXHAUST FAN TO REMAIN. E.C. SHALL REWORK THE EXISTING CIRCUITS TO THE NEW PANELS AS INDICATED AND EXTEND ALL CONDUIT, WIRING, ETC. AS REQUIRED. EXISTING CIRCUITING IS UNKNOWN. E.C. SHALL FIELD VERIFY SCOPE PRIOR TO BID. 4.EXISTING MAKE UP AIR UNIT TO REMAIN. E.C. SHALL REWORK THE EXISTING CIRCUITS TO THE NEW PANEL AS INDICATED AND EXTEND ALL CONDUIT, WIRING ETC. AS REQUIRED. EXISTING CIRCUITING IS UNKNOWN. E.C. SHALL FIELD VERIFY SCOPE PRIOR TO BID. 5.DUCT MOUNTED SMOKE DETECTOR. E.C. TO VERIFY AN EXISTING DUCT MOUNTED SMOKE DETECTOR IS ALREADY INSTALLED. IF THERE IS AN EXISTING DUCT MOUNTED SMOKE DETECTOR, E.C. SHALL VERIFY ITS IN PROPER WORKING CONDITION AND TIE INTO NEW FIRE ALARM PANEL. IF THERE IS NO DUCT MOUNTED SMOKE DETECTOR INSTALLED OR THE EXISTING DUCT DETECTOR IS IN POOR CONDITION, THEN THE E.C. SHALL PROVIDE A NEW DUCT MOUNTED SMOKE DETECTOR. FIELD VERIFY SCOPE PRIOR TO BID. H# KEF 1(E) H1 PP-2 H1 PP-4 H1 PP-3 H1 R-36 (TIE) PP-1 RTU 2 69.0 MCA 80 MOCP 208V, 3ØH2 RTU 3 69.0 MCA 80 MOCP 208V, 3Ø H2 RTU 4 62.0 MCA 70 MOCP 208V, 3Ø H3 RTU 1 69.0 MCA 80 MOCP 208V, 3Ø H2 H4 H4 H4 H4 H5 KEF 2(E) H5 KEF 3(E) H5 MAU 1(E) H6 EF 1(E) H5 sM R-5 R-22,24,26 sM R-7 K-45,47,49 K-2,4,6 K-8,10,12 sM R-3 sM R-11 EXISTING SWITCHBOARD "MSB" AND PANEL "PP" TO REMAIN R-36 (TIE) R-36 (TIE) R-36 (TIE) DD RTU-1 H7 DD RTU-4 H7 DD RTU-3 H7 DD RTU-2 H7 KEF 4(E)3 KEF 4(E) H5 COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:58 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.3.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E3.3ELECTRICAL HVAC ROOF POWER PLAN TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E3.3.dwg, E3.3, 10/31/2016 2:58:29 PM, 1:1 ELECTRICAL KITCHEN/BOH POWER PLAN 1/4" = 1'-0"E3.2 ELECTRICAL CAFE POWER PLAN 1/4" = 1'-0" 1 E3.2 87" SHEER GRILL 87" SHEER GRILL KITCHEN ELECTRICAL NOTES 1.ALL COVERPLATES AND DISCONNECT SWITCHES IN KITCHEN AREA SHALL BE STAINLESS STEEL. 2.ALL ELECTRICAL WORK FOR FOOD SERVICE EQUIPMENT SHALL BE COMPLETELY INTERWIRED BY ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO EQUIPMENT JUNCTION BOX OR PULL BOX, AND ALL ELECTRICAL WORK FROM PANEL BOARDS, TO BE BY THE ELECTRICAL CONTRACTOR. 3.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ROUGH-IN AND FINAL CONNECTION TO THE FOOD SERVICE EQUIPMENT. ALL WORK TO BE IN COMPLIANCE WITH ALL NATIONAL, STATE AND LOCAL CODES APPLICABLE. 4.VERIFY OUTLET RATING AND CONFIGURATION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. 5.VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF ALL OUTLETS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. 6.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL PLUGS AND CORDS REQUIRED. ALL CORDS SHALL BE NEMA RATED AND UL APPROVED FOR MANUFACTURER AND EQUIPMENT. 7.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL JUNCTION BOXES, PVC OR METAL CONDUIT, CONVENIENCE OUTLETS WITH COVERS, SWITCHES CONNECTORS, CONTROLS, AND OTHER ACCESSORIES THAT ARE NOT AN INTEGRAL PART OF THE FOOD SERVICE EQUIPMENT AS REQUIRED TO MAKE FINAL CONNECTIONS TO THE FOOD SERVICE EQUIPMENT FOR A COMPLETE AND FUNCTIONAL OPERATION MEETING ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES. 8.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL DISCONNECTS OR CIRCUIT BREAKERS AS REQUIRED BY CODES FOR EACH CONNECTION. COORDINATE LOCATION WITH THE KITCHEN EQUIPMENT CONTRACTOR. 9.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL WALL SWITCH FOR FACTORY INSTALLED LIGHTING FIXTURES IN EXHAUST VENTILATOR HOODS PER APPLICABLE STATE AND LOCAL CODES APPLICABLE. ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE AND CONNECTION TO EACH LIGHT FIXTURE. THE ELECTRICAL CONTRACTOR SHALL FULLY CONCEAL ALL WIRING BETWEEN POWER SOURCE, WALL SWITCH, AND JUNCTION BOX ON HOOD. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY INNER WIRING OF LIGHT FIXTURES BETWEEN VENTILATOR HOOD SECTIONS AS REQUIRED. ALL WIRING WITHIN HOOD AND POWER SOURCE TO BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, NFPA #96 AND ALL OTHER APPLICABLE CODES. 10.IN ACCORDANCE WITH NFPA #96 AND MANUFACTURER'S RECOMMENDATIONS, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A PUSH BUTTON STATION WITH PILOT LIGHT FOR VENTILATOR FAN MOTOR(S). THE ELECTRICAL CONTRACTOR IS TO BE RESPONSIBLE FOR, AND TO PROVIDE ALL REQUIRED WIRING FROM POWER SUPPLY THROUGH FAN SWITCH TO FAN MOTOR(S) AND PROVIDE MAGNETIC STARTERS AND FULLY INTERWIRE SYSTEM WITH ALL POWER INTERRUPTION DEVICE(S) BUILT INTO HOOD AND FIRE PROTECTION SYSTEM AS REQUIRED BY NFPA #96, NATIONAL, STATE AND/OR LOCAL CODES APPLICABLE. ELECTRICAL CONTRACTOR TO PROVIDE LOCK-OUT DEVICES ON CONTROL BOXES FOR EXHAUST HOOD FANS, SYSTEM AND FIRE PROTECTION SYSTEM. 11.ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL AND FULLY WIRE SHUNT-TRIP BREAKERS FOR SHUT DOWN OF FUEL AND POWER TO COOKING EQUIPMENT AS REQUIRED BY NFPA #96 AND ALL OTHER NATIONAL, STATE, OR LOCAL CODES APPLICABLE. THE HOLDING COILS FOR SHUNT-TRIP BREAKERS SHALL BE WIRED TO A 120 VOLT/SINGLE PHASE CONTROL CIRCUIT BY THE ELECTRICAL CONTRACTOR AND EXTENDED THROUGH A CONTACTOR AND MAINTAINED BY A PRESSURE SWITCH LOCATED AT THE MOUNTING BRACKET OF THE CHEMICAL CYLINDER FOR HOOD PROTECTION. THE ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE, INSTALL, AND FULLY INTERWIRE WITH POWER SHUTDOWN RELAY SWITCH, AND ADDITIONAL RELAY OR SWITCHES REQUIRED TO INTERFACE FIRE PROTECTION SYSTEM WITH FAN VENTILATOR MOTORS AND BUILDING ALARM SYSTEMS AS REQUIRED BY NFPA #96, NATIONAL, STATE, AND LOCAL CODES APPLICABLE. COORDINATE WITH FIRE SUPPRESSION CONTRACTOR FOR LOCATION OF FIRE SUPPRESSION SYSTEM, AND GAS SHUT-OFF VALVE AS PART OF THE COMPLETE SYSTEM AS APPLICABLE. 12.AT THE REMOTE FIRE CABLE PULL. ELECTRICAL TRADES TO PROVIDE EMPTY JUNCTION BOX AT 54" AFF AND CONDUIT CONCEALED IN WALL TO 6" ABOVE FINISHED CEILING. COORDINATE EXACT REQUIREMENTS WITH FOOD SERVICE EQUIPMENT TRADE AND FIRE SUPPRESSION CONTRACTOR. 13.ELECTRICAL CONTRACTOR SHALL INTERWIRE DISPOSER CONTROL SWITCH AND TO TIME DELAY/RELAY, MAGNETIC STARTER, DISPOSER MOTOR, AND SOLENOID VALVE WITH WATER TIGHT CONDUIT AS REQUIRED PER LOCAL CODES. 14.ELECTRICAL CONTRACTOR SHALL INTERWIRE THROUGH TIME CLOCK FOR LOW TEMPERATURE COMPRESSOR AND WALK-IN COMPARTMENT BLOWER COIL FAN MOTORS AND DEFROST ELEMENT POWER SOURCE AS PART OF MAIN POWER SOURCE. PROVIDE ALL WIRING AND CONDUIT WITH DISCONNECT. (VERIFY REQUIREMENTS WITH EQUIPMENT SUPPLIER) 15.ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO A JUNCTION BOX MOUNTED ON TOP OF A PREFABRICATED REFRIGERATOR AND/OR FREEZER WALL AT APPROXIMATELY 8'-6" AFF. INTERWIRE THE LIGHT ADJACENT TO THE DOOR WITH THE FACTORY MOUNTED LIGHT SWITCH. ALL CONDUIT SHALL BE RUN EXPOSED ON TOP OF WALK-IN, NO EXPOSED CONDUIT WILL BE ALLOWED ON INSIDE OF WALK-IN. ELECTRICAL SERVICE REQUIRED FOR WALK-IN SHALL BE AS SHOWN FOR LIGHTS, DOOR AND DOOR FRAME HEATER, THRESHOLD PLATE HEATERS (WHERE SPECIFIED), HEATED PRESSURE RELIEF PORT (ON FREEZERS) AND ALARM SYSTEMS (WHERE SPECIFIED). (VERIFY REQUIREMENTS WITH EQUIPMENT SUPPLIER) 16.ELECTRICAL CONTRACTOR TO PROVIDE THE REQUIRED POWER SUPPLY AND FINAL CONNECTIONS TO THE TERMINAL BLOCK AT THE CONDENSING UNIT AND TO FULLY INTERWIRE TO ANY ADDITIONAL COMPONENTS, INCLUDE THE PROPER SIZE DISCONNECTS OR CIRCUIT BREAKERS. ALL WIRING FOR LOW AND MEDIUM TEMPERATURE CONDENSING UNIT TO BE ROUTED THROUGH DEFROST TIME CLOCK AND THEN WIRED TO EVAPORATOR COIL FOR PROPER POWER SUPPLY WITH THE REQUIRED QUANTITY OF WIRES. THE EVAPORATOR COIL DEFROST HEATER AND FAN MOTOR VOLTAGES AND LOADS ARE AS NOTED ON PLAN. VERIFY LOCATION OF COMPRESSORS AND COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL CONNECTIONS. (VERIFY REQUIREMENTS WITH EQUIPMENT SUPPLIER) 17.ALL 15AMP AND 20AMP, 125V-2P-3W RECEPTACLES IN KITCHEN AREAS SHALL BE GFCI TYPE RECEPTACLES PER N.E.C. 210-8(B). 1 CODED NOTES: 1.NEW 100A/2P WITH (2) 70A D.E. FUSES. E.C. SHALL ROUTE 2#4 & 1#8 (G) IN 1"C TO BREAKER IN PANEL INDICATED FOR DISH MACHINE FROM THE DISCONNECT AND TO A JUNCTION BOX AT 6'-0" AFF FOR DISH MACHINE TIE IN. E.C. SHALL VERIFY EXACT REQUIREMENTS WITH VENDOR PRIOR TO ROUGH IN. DISCONNECT SHALL BE INSTALLED NO HIGHER THAN 6'-7" AFF. 2.NEW ELECTRICAL PANELS INSTALLED IN THE SAME LOCATIONS AS THE EXISTING PANELS. E.C. SHALL VERIFY THE AVAILABLE SPACE FOR THE NEW PANEL PRIOR TO ROUGH IN AND PURCHASE OF NEW PANELBOARDS. (TYPICAL OF 4) 3.EXISTING ICE MACHINE TO REMAIN. E.C. TO VERIFY THE JUNCTION BOX AND WIRING ARE FOR THE ICE MACHINE AS SHOWN. E.C. TO REWORK THE EXISTING CIRCUITING TO TIE INTO THE NEW PANEL AS SHOWN. E.C. SHALL FIELD VERIFY THE EXISTING CIRCUITING AND EXACT WIRING REQUIREMENTS PER MANUFACTURER PRIOR TO BID. 4.EXISTING PULL STATION FOR FIRE SUPPRESSION FOR EXHAUST HOOD TO REMAIN. E.C. SHALL REWORK EXISTING PULL STATION AND INTER-WIRE PULL STATION WITH SHUNT TRIP BREAKER FOR FIRE SUPPRESSION SYSTEM TO BBQ GRILL (E-24). E.C. TO FIELD VERIFY EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO BID. 5.EXISTING PULL STATION FOR FIRE SUPPRESSION FOR EXHAUST HOOD TO REMAIN. E.C. SHALL REWORK EXISTING PULL STATION AND INTER-WIRE PULL STATION WITH SHUNT TRIP BREAKER FOR FIRE SUPPRESSION SYSTEM TO BBQ CONVECTION OVEN (E-29). E.C. TO FIELD VERIFY EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO BID. 6.EXISTING TO REMAIN EXHAUST HOODS. E.C. SHALL REWORK EXISTING LIGHTING CIRCUITS AND TIE INTO THE PANEL INDICATED FOR HOOD LIGHTS (K-1). E.C. SHALL CLEAN AND REPLACE EXISTING HOOD LIGHTS AS REQUIRED. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 7.EXISTING TO REMAIN WATER SOFTENER AND ASSOCIATED EQUIPMENT. E.C. SHALL BE RESPONSIBLE TO ENSURE ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DEVICES, ETC. ARE MAINTAINED THROUGHOUT CONSTRUCTION. E.C. TO FIELD VERIFY SCOPE PRIOR TO BID. 8.EXISTING POWER STRIPS TO REMAIN. E.C. SHALL EXTEND EXISTING CIRCUITING TO NEW PANEL AS SHOWN. E.C. TO FIELD VERIFY EXACT REQUIREMENTS. 9.EXISTING DISH HOOD TO REMAIN. E.C. TO VERIFY THE EXACT WIRING REQUIREMENTS AND EXTEND CIRCUIT TO AN AVAILABLE CIRCUIT (R-7). E.C. TO FIELD VERIFY EXACT REQUIREMENTS PRIOR TO BID. # 1(D) 2(D) 4(D) 6(D)1(D) F ETR ETR F 2 EXISTING WATER HEATER AND RECIRCULATING PUMP TO REMAIN. E.C. SHALL REWORK EXISTING CIRCUIT TO NEW PANEL AS INDICATED. E.C. SHALL EXTEND ELECTRICAL CONDUIT AND WIRING AS REQUIRED. FSTS ETRETR K-25 GFI K-5 GFI NOTES: 1. VERIFY EXACT CONNECTION AND HEIGHT REQUIREMENTS WITH VENDOR PRIOR TO BID AND ROUGH IN. 2. E.C. TO EXTEND WIRING FROM JUNCTION BOX TO EQUIPMENT PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. 3. EACH OVEN TO HAVE ITS OWN RECEPTACLE AT THE RESPECTED HEIGHTS PROVIDED. GFI K-17 GFI K-36 GFI K-30 GFI K-28 GFI K-14 GFI K-24 GFI K-32 J K-47 3 K-14,16 EXISTING HEATED AIR CURTAIN MOUNTED ABOVE THE DOOR TO REMAIN. ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO EXTEND EXISTING CONDUIT AND WIRE TO THE PANEL AS SHOWN. R-41 K (SEC. 2)K (SEC. 1) L EXISTING SWITCHBOARD "MSB" AND PANEL "PP" TO REMAIN R EXISTING TELEPHONE DEMARK. ALL ASSOCIATED DEVICES TO REMAIN FACP F F E.C. SHALL TIE NEW FIRE ALARM DEVICES INTO THE NEAREST CIRCUIT AVAILABLE. NEW FIRE ALARM CONTROL PANEL. E.C. SHALL EXTEND EXISTING FIRE ALARM CIRCUITS TO NEW PANEL LOCATION. R-15 1(D) ETR ETR ETR ETR ETRETR 4 5 7 R-31 GFI +48" +48" R-16 6 6 T RTU-1 NEW THERMOSTAT PROVIDED AND INSTALLED BY MC. SHOWN FOR COORDINATION PURPOSES ONLY. GENERAL NOTES: 1.REFERENCE ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND WORK THAT MAY BE ASSOCIATED WITH THE ELECTRICAL INSTALLATION. 2.E.C. SHALL BE RESPONSIBLE FOR PROVISIONS OF TEMPORARY LIGHTING AND POWER DURING ALL PHASES OF CONSTRUCTION. 3.ALL EXISTING FIRE ALARM DEVICES TO REMAIN ARE TO BE TIED INTO THE NEW FIRE ALARM CONTROL PANEL LOCATED IN THE OFFICE AT LOCATION SHOWN. E.C. SHALL BE RESPONSIBLE FOR PROVIDING NEW FIRE ALARM DEVICES AS REQUIRED TO MEET ALL LOCAL CODE REQUIREMENTS. E.C. TO VERIFY SCOPE PRIOR TO BID. NOTE: E.C SHALL PROVIDE FIRE ALARM SYSTEM/DEVICES AS REQUIRED PER LOCAL AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE CODES. E.C. SHALL VERIFY SCOPE PRIOR TO BID. HD SD HD SD F F NEW FIRE ALARM DEVICE TO BE TIED INTO NEAREST AVAILABLE FIRE ALARM CIRCUIT (TYPICAL) K-44 8 9 EXISTING ELECTRIC UNIT HEATER TO REMAIN. ALL ASSOCIATED ELECTRICAL CONDUIT, WIRING, DISCONNECTS, ETC. SHALL REMAIN. E.C. TO EXTEND EXISTING CONDUIT AND WIRE TO THE PANEL AS SHOWN. R-30 R-39 KITCHEN EQUIPMENT SCHEDULE ITEM AND PHASE VOLTAGEDESCRIPTION KW HP CONNECTION HEIGHT NOTES B-3 GLASSWASHER 208V, 1Ø 2.7 3/4 JUNCTION BOX 11"1,218.0 AMPS B-6 COOLER, BOTTLE 115V, 1Ø 1.1 1/3 5-15P 12"18.8 B-7 UNDERBAR BLENDER STATION 120V, 1Ø 1.8 -JUNCTION BOX 20"1,215.0 B-10 UNDERBAR BLENDER STATION 120V, 1Ø 1.8 -JUNCTION BOX 20"1,215.0 B-13 BEVERAGE COOLING SYSTEM, REMOTE 115V 1.5 1/3 5-15P -112.9 K-1 REFRIGERATOR, DEEP UNDERCOUNTER 115V, 1Ø 0.6 1/5 5-15P 12"-5.1 K-2 REFRIGERATOR, DEEP UNDERCOUNTER 115V, 1Ø 0.5 1/3 5-15P 12"-4.5 K-3 ROTISSERIE GRILL 110V, 1Ø 5.85 1/4 5-15P 12"-5.85 K-6 OVEN, CONVECTION, GAS 120V, 1Ø (EACH)1.1 (EACH)3/4 (EACH)5-15P 25" & 57"39.4 (EACH) K-9 WARMER, FOOD OVERHEAD 120V, 1Ø 0.5 -5-15P -14.2 K-10 REFRIGERATOR, SALAD PREP 115V, 1Ø -1/3 5-15P 12"-8.6 K-11 ICE CREAM CABINET 115V, 1Ø 0.2 1/8 5-15P 12"-1.8 K-14 DISPLAY CASE, REFRIGERATED 115V, 1Ø 1.4 12.0 5-15P 12"-12.0 K-18 CUTTER/MIXER 120V, 1Ø 0.8 1/2 5-15P 42"17.0 K-21 MIXER, FLOOR 115V, 1Ø 1.725 1 5-15P 18"-15.0 K-22 CABINET, MOBILE 120V, 1Ø 2.0 -5-20P 12"16.7 K-26 BACK BAR COOLER 115V, 1Ø 1.1 1/3 5-15P 12"-9.1 K-28 COFFEE MAKER, AUTOMATIC 120V, 1Ø 1.4 -5-15P 48"-11.6 K-30 ICED TEA BREWER 120V, 1Ø 1.9 -5-15P 48"-16.0 K-33 WARMER, FOOD OVERHEAD 120V, 1Ø 0.6 -JUNCTION BOX 60"1,24.8 K-34 FREEZER, REACH-IN 115V, 1Ø 1.3 3/4 5-15P 18"-11.0 K-21 GFI GFI K-13 K-33 GFI K-35 GFI K-20 GFI K-41 GFI GFI K-23 GFI K-39 K-22 GFI GFI K-29 GFI K-40 GFI K-42 GFI K-27 GFI K-37 1 J J J J J K-23 WAREWASHER, RACK CONVEYOR 208V, 3Ø 15.0 2-1/4 JUNCTION BOX 67"1,256.7 6 HD SD K-43 GFI+48" (TIE) K-43 GFI+48" (TIE) IG K-14,16,18 R-29 GFI +48" +48" IG GFI +48" GFI +48" GFI +48" K-45 GFI K-59 +48" GFI+48" K-9 GFI GFI+48" GFI+48" K-49 X-XX +72" (TIE) TV +72" IG COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:58 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E4.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E4.1ENLARGED ELECTRICAL PLANS TBA TBA \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E4.1.dwg, E4.1, 10/31/2016 2:58:45 PM, 1:1 Section 16010 - General Provisions A.General 1.Requirements specified in Division 1, instructions to bidders, supplemental general conditions, special conditions, addenda, alternates, contract and proposal, along with Division 16 and all its sections, comprise the contract documents for the electrical contract, along with these specifications as though they were one, and anything implied by the specifications shall be interpreted as also implied by the drawings and vice versa. Provide necessary items for a complete installation of all electrically operated equipment listed in the specifications or shown on the contract drawings. 2.The architectural, structural, mechanical, plumbing and equipment drawings and specifications are incorporated into, and become a part of this division. This contractor shall examine all such drawings and specifications and become thoroughly familiar with the provisions contained therein. The submission of his bid shall indicate such knowledge. 3.Electrical drawings are diagrammatic. They are intended to show the approximate locations of equipment and conduit. Dimensions given on the plans, in figures, shall take precedence over scaled dimensions and shall be verified in the field. The electrical contractor shall layout all equipment rooms to make sure the equipment, as purchased, fits in the room or space shown. Exact location of all equipment shall be verified in the field and routing of conduits shall suit field conditions. 4.Until the time of installation, the architect reserves the right to make minor changes in the location of conduit and equipment without additional cost to the contract. 5.The electrical drawings and specifications are intended to supplement each other. Material and labor necessary to the project shall be furnished and installed even though not specifically mentioned in both. Labor and/or materials neither shown nor specified, but obviously necessary for the completion and proper functioning of the system, shall be furnished and installed by the electrical contractor. 6.Arrange all equipment substantially as shown on the drawings. Make deviations only where necessary to avoid interference. Check all equipment sizes against available space prior to shipment to avoid interference. 7.Examine the work of other trades insofar as their work comes in contact with or is covered by this work in no case attach to, or finish against any defective work or install work in a manner which will prevent proper installation of the work of other trades. 8.Electrical contractor shall verify with other trades all electrical characteristics of equipment requiring electrical connections, contractor shall verify voltage, phase and horsepower and shall notify engineer of any discrepancies prior to start of work. Electrical contractor shall provide disconnecting means and overload protection for all equipment, unless furnished integral with equipment package. 9.It is the intent of these drawings that this be a complete electrical job, any errors or omissions shall be brought to the attention of the engineer prior to bidding the job. B.Visit to the Site 1.This contractor shall visit the site of the work and familiarize himself with all conditions affecting his work. The submission of his proposal shall indicate such knowledge. No additional payment shall be made on claims that arise from a lack of knowledge of the existing conditions C.Code and Permits 1.Installation shall be in full accordance with all codes, rules and regulations of municipal, city, county, state and public utilities and all other authorities having jurisdiction over the premises. 2.Comply with any specification requirements that are in excess but not in conflict with code requirements. 3.The contractor shall secure and pay for all permits, plan reviews and certificates of inspection in connection with his work, required by the foregoing authorities. Before final payment of the contract is allowed, all certificates shall be delivered to the architect in duplicate. 4.Electrical material and equipment shall bear the UL label except where UL does not label such types of material and equipment. D.Shop Drawings Submittals 1.The electrical contractor shall submit five (5) sets of shop drawings, the shop drawings of the following equipment using the indicated numbering system and titles, shall be submitted through the architect to the engineer and then resubmitted for final approval if necessary. Shop drawings shall be submitted for the following items: D.a.Wiring devices D.b.Panelboards and safety switches including fault current study based on equipment being supplied. D.c.Contactors, time switches and photocell D.d.Lighting fixtures D.e.Fire alarm system 2.All submitted shop drawings (manufacturers' equipment descriptive sheets or vendors' prepared drawings) shall have the general contractor's or subcontractor's "stamp of approval" indicating that the item submitted is as called for on the plans and specifications, is approved by the general contractor or subcontractor, the date of approval and initialed by the person approving the submittal and the name of the company submitting said equipment for approval. 3.Submit bound brochures complete with a table of contents. Loose or stapled together sheets are not acceptable. Any submittals not in brochure form or not as specified shall be returned at the contractor's expense for resubmittal. 4.All descriptive literature shall be submitted in a three (3) hole brochure with a cover identifying the following: D.a.Name of the job D.b.Location of the job, address, city and state. D.c.Name and address of the company submitting the brochures. D.d.Date of the submittal. 5.Every effort shall be made, in checking the shop drawings, to detect and correct all errors, omissions and inaccuracies. Failure to do this will not relieve the electrical contractor of the responsibility for the proper and complete installation in accordance with the contract documents. E.As-built Drawings 1.Submit to the architect one set of reproducible (mylars) electrical drawings showing the as-built conditions. F.Standards and Substitutions 1.Wherever the words "approved by", "approved equal", "as directed" or similar phrases are used in the following specifications, they shall be understood to refer to the owner as the approving agency. The name or make of any equipment or materials named in this specifications (whether or not the words "or approved equal" are used) shall be known as the "standard". 2.These specifications establish quality standard of materials and equipment to be provided. Specific items are identified by manufacturer, trade name or catalog designation. This contractor shall submit his base bid price based upon standard specified equipment described herein and as detailed on drawings and associated contract documents. These specifications are not to be considered proprietary. The contractor may submit information on materials and manufacturers (other than those listed) for review by the architect and engineer no later than ten (10) days before bids are submitted. Manufacturers of products accepted by the architect and engineer will be listed in an addendum to the specifications as an acceptable substitution equipment accepted as detailed below and shall be shown as a separate add or deduct price to be factored into the base bid price by the architect and owner if accepted. 3.Should the contractor propose to furnish materials and equipment other than those specified or Section 13851 - Alarm System A.Fire Alarm System (addressable analog type) 1.This contractor shall submit fire alarm system drawings and specification to the local fire department for their approval before installation of any fire alarm components or wiring. 2.Equipment: all devices, combinations of devices, appliances and equipment shall be listed for the purpose for which they are used and shall be installed in compliance with applicable codes and standards. 3.Provide a complete, supervised, power-limited, fire alarm system. All equipment herein specified is that of Simplex Time Recorder Co. Equipment supplied by listed acceptable alternate manufacturers shall meet or exceed the quality of the Simplex equipment specified. 4.The fire alarm system shall be an electrically supervised system, which shall monitor the integrity of circuit conductors and power supplies. 5.The installation organization shall be a company specializing in the installation of fire alarm systems. This organization shall have a minimum of five years experience with installation of such systems. 6.The contractor shall provide and maintain on the site an up-to-date record set of approved shop drawings. 7.Record drawings shall include location of end-of-line device locations. 8.Upon completion of the work, and final acceptance by the local authority, the contractor shall submit record drawings to the owner. 9.A remote monitoring facility output circuit, selectable for interface to remote station reverse polarity, local energy master box, shunt master box, digital alarm communicator, or radio transmitter monitoring systems, shall be provided. The equipment supplier must contact the local authorities prior to bidding and supply all required equipment in the base bid. 10.Control panel shall be simplex 4010-9101 with Simplex Type 4010-9810 Internal D.A.C.T. The power supply shall be adequate to serve control panel modules, relays and alarm indicating appliances. Include a secondary emergency power supply with capacity for operating system in stand-by mode for 24 hours followed by alarm mode for ten minutes. 11.LCD annunciator panel shall be Simplex #4606-9101 with Simplex #4603-9111 brushed aluminum trim plate. 12.Addressable pull stations shall be semi-flush, action push/pull type, simplex #4099-9003. 13.Smoke detectors shall be analog photoelectric type, Simplex #4098-9710. 14.Analog heat detectors shall be 135 degrees F fixed temperature with rate-of-rise type, Simplex #4098-9733 with addressable base, Simplex #4098-9788. 15.Duct-mounted smoke detectors shall have a base with auxiliary relay (Simplex Type 4098-9756), analog photoelectric detector (Simplex Type 4098-9714), and sampling tubes (length as required). 16.Duct detector remote key reset/test station with alarm LED shall be Simplex Type 2098-9806. 17.Semi-flush audio/visual unit shall be Simplex Type 4903-9301 Series with A.D.A. complying 15/75 Candela strobe and horn. All strobe lights shall be synchronized. 18.Visual only unit shall be Simplex Type 4904-9307 with A.D.A complying 15 75 Candela strobe. All strobe lights shall be synchronized. 19.Waterflow and temper switches shall be furnished and installed by the sprinkler contractor. The electrical contractor shall connect each device to the fire alarm system using an individual addressable module (IAM) Simplex #4090-9001. 20.Magnetic door holders shall be electrically operated and magnetically hold smoke doors in an open position. Provide a flush, surface or floor mounted as required: B.a.Flush mounting - Simplex Type: 2088-9579 B.b.Surface mounting - Simplex Type: 2088-9582 B.c.Floor mounting - Simplex Type: 2088-9573 21.Provide and install wiring per manufacturers' specifications. All wiring shall be in conduit (3/4" minimum). 22.The completed fire alarm system shall be fully tested in accordance with NFPA-72H, and local fire department requirements, by the installer, in the presence of the owner's representative and the local fire marshall. Upon completion of a successful test, the installer shall so certify, in writing, to the owner and general contractor. 23.Include on-site services of a certified technician to provide technical installation support for panel start up, program editing, troubleshooting of the fire alarm system control panel, and assistance to the installer for one complete final system checkout in accordance with the field quality control section of these specifications. 24.Acceptable manufacturers/suppliers shall be Simplex, Notifier (as supplied by a certified Nesco affiliate) or Siemens. by the architect and owner if accepted. 3.Should the contractor propose to furnish materials and equipment other than those specified or approved by addendum, submit a written request for substitutions to the architect at the bid opening. The request shall be an alternate to the original bid; be accompanied with complete descriptive (manufacturer, brand name, catalog number, etc.) and technical data for all items. Failure by this contractor to submit the requisite documentation detailed above shall be understood by the architect and engineer to indicate that substitute equipment will not be presented by the contractor for consideration. Such substitutions will not be considered after the bid opening date and delay of project will not be permitted for further inspection and evaluation after this date. 4.Where such substitutions alter the design or space requirements indicated on the drawings, include all items of cost for the revised design and construction including cost of all allied trades involved. 5.Acceptance or rejection of the proposed substitutions shall be subject to approval of the architect and engineer. If requested, the contractor shall submit (at his cost) inspection samples of both the specified and proposed substitute items. 6.In all cases where substitutions are permitted, the contractor shall bear any extra cost of evaluating the quality of the material and equipment to be provided. G.Testing and Placing in Service 1.Any material or equipment failing a test shall be repaired or replace at the contractor's expense. 2.Tests shall include the following: G.a.Measure the load on each phase of the main service and each phase of every feeder under full load conditions. G.b.Measure the no-load and full-load voltages (phase to phase, phase to neutral and phase to ground for each phase of each service, of each separately derived system, and at each panelboard or transformer). G.c.Measure the ground resistance of the main service grounding electrode and the ground resistance of each separately derived system's grounding electrode. G.d.Make insulation resistance tests on all motors. H.Interferences 1.Before the installation of any item begins, the electrical contractor shall carefully ascertain that it does not interfere with clearances for the erection of finish beams, columns, pilasters, walls or other structural or architectural members as shown on the architectural drawings. If any work is installed and the architectural design cannot be followed, this contractor shall, at his own expense, make changes in his work as directed by the architect to permit the completion of the architectural work in accordance with drawings and specifications. 2.It shall be the duty of this contractor to report any interferences between his work and that of any of the other contractors as soon as they are discovered. The architect shall determine which equipment will be relocated, regardless of which was installed first. His decision will be final. I.Quality Assurance 1.All products shall be new and of the type and quality specified. Where materials, equipment, apparatus or other products are specified by manufacturer, brand name, type of catalog number, such designation shall establish the standards of the desired quality and style. It is the intent of these specifications to establish a standard of quality of materials and equipment installed. Section 16050 - Basic Electrical Materials and Methods A.Nameplates 1.General: furnish and mount on each panelboard, switchboard (including branch switches), large junction box, safety switch, starter, remote control, push button station, and all similar controls, a nameplate descriptive of the equipment or equipment controlled 2.Provide black and white nameplates constructed from laminated phenolic with a white center core. Letters shall be engraved in the phenolic to form white letters 3/8" high. Fasten the nameplates with an adhesive type fastener. B.Mounting Accessories 1.This contractor shall furnish and install all angle iron, channel iron, rods, supports, hangers, concrete or plywood required to install, mount and support any electrical equipment or device called for on the plans. 2.Supporting material shall be complete with hangers, connectors, bolts, clamps and necessary accessories to make a complete installation. Supporting material shall be galvanized, painted or otherwise suitably finished. Products by Binkley, Steel City, or Raco will be acceptable. 3.All surface-mounted equipment on block walls shall be mounted on 3/4" plywood backboard. All floor-mounted equipment shall be installed on a 4" high concrete housekeeping pad. C.Execution 1.The electrical work for construction proposed shall conform to all federal (OSHA), state, all specific safety requirements and the requirements of the current edition of the NEC. 2.Check the HVAC and plumbing specifications for electrical requirements and include the same in the contract cost. 3.Equipment connections, starters, disconnect switches, control transformers and pushbutton stations for the equipment furnished by the owner or under a separate contract shall be installed and connected under this division, as indicated on the contract drawings. 4.All cutting, patching, excavating, backfilling and concrete work related to this contract will be the responsibility of the electrical contractor. This contractor shall assume the responsibility of providing the sleeves, chases and openings necessary for the electrical installation and for their repair in an acceptable manner, as determined by the architect. All holes shall be core-drilled. Provide fire stop in all openings created through fire-rated walls, floors or ceilings. Contractor shall field verify slab on grade floor construction type prior to cutting. Under no circumstances shall the contractor cut a structural floor slab thicker than four (4") inches without prior written approval from Engineer of Record. Notify Engineer of Record of any slab thickness greater than four (4") inches prior to proceeding with any saw cutting. 5.This contractor shall be responsible for providing all required access panels necessary for his work, coordinate with architect prior to installation. D.Materials and Workmanship 1.All work shall be installed in a practical and workmanlike manner, by mechanics skilled in the several trades necessary. 2.All materials shall be new and free from defects and shall be the best of their several kinds unless specified or indicated on the drawings to the contrary. 3.During each phase and at the completion of the construction, this contractor shall remove all debris and excess materials caused by his work. He shall leave the area of operation broom clean. 4.All electrical equipment shall bear the underwriters laboratories label or ETL label. 5.This contractor shall guarantee his workmanship and material (lamps excepted) for a period of one year from the date of building opening and leave his work in perfect order at the completion. Should defects develop within the guarantee period, the contractor shall, upon notice of the same, remedy the defects and have all damages to other work or furnishings caused by the repairs corrected at his expense to the condition before such damage. E.Scope of Work 1.The electrical contractor shall provide all labor, material, storage, unpacking and placement; to include but not be limited to, the following items: E.a.Emergency lighting and power. E.b.Complete power and lighting distribution system including all panels, transformers and feeders. E.c.Complete branch circuit wiring system. E.d.Complete power wiring for all air conditioning equipment, plumbing system, heating equipment, ventilating and exhaust equipment. E.e.Complete lighting fixture installation, including all incandescent, fluorescent and HID lamps. E.f.Complete telephone and communication conduit and wiring system including boxes, plates, jacks, etc., as specified, shown on the drawings and required by the local telephone company and/or owner. E.g.Testing of all cables and circuit wiring after installation. E.h.Exit light system. E.i.Wiring devices and floor boxes. E.j.Lighting controls. E.k.Outdoor lighting and controls. E.l.Demolition. E.m.Fire alarm system. F.Temporary Service 1.The electrical contractor shall furnish, install and remove as required all temporary power and temporary lighting in all areas and individual rooms when needed by the individual trades in the performance of their work. This contractor shall provide a minimum of twenty (20) footcandles of illumination for temporary lighting. Any additional lighting required by individual trades shall be provided by the individual trades including power for the lighting. The electrical work for construction purposes shall conform to all federal (OSHA), state, specific safety requirements, as well as the requirements of the national electric code and national electrical safety code. The electrical contractor shall obtain and pay for all required applications, permits and inspections pertaining to this work. This cost shall be included in the contractor's price. 2.New light fixtures shall not be used for temporary lighting. G.Electric Service 1.Not Used. 2.Not Used. 3.Not Used. 4.Not used. 5.Not used. 6.Pay the cost of all power company charges connected with permanent electric service to the building. 7.Coordinate all work with the power company and perform any work necessary to assure a complete, working installation. The entire service installation shall be in complete conformance with the power company's requirements. 8.Verify the exact routing of the secondary services, and all service requirements, with the power company prior to bidding. Section 16060 - Grounding and Bonding A.Ground all equipment per N.E.C. B.Not used. C.Not used. D.All conduits shall contain a code-sized ground wire size per N.E.C. in addition to the conductors shown on the plans. Where circuit conductors are increased in size for voltage drop, the ground wire size shall be increased proportionately. E.Where an isolated, insulated ground is required a separate isolated green ground shall be run from the panel isolated ground bus to the isolated ground connection of the device served. In no case shall the system ground (green wire and associated outlet boxes, conduit and building steel) be allowed to contact the isolate ground (green wire with white stripe). Section 16120 - Wiring and Cable A.Color code conductors (except control and instrumentation conductors) as follows: 208/120 System Phase A Black Phase B Red Phase C Blue Neutral White Ground Green #12 and #10 conductors shall have continuous insulation color, as listed above. 1.#12 and #10 conductors shall have continuous insulation color, as listed above. 2.Color code conductors larger than above, which do not have continuous insulation color by application of at least two laps of colored tape on each conductor at all points of access including junction boxes. Color tape shall be the equal of 3M products Scotch #35. 3.Conductors shall be soft annealed copper insulated for 600 volts unless specifically indicated otherwise. Aluminum conductors are not allowed on this project. B.Insulation type shall be type THWN for wire sizes #8 AWG and larger and THHN or THWN for #10 AWG and smaller. THHN shall not be used in wet or damp locations. C.Flexible cord shall be heavy duty type so with an equipment ground conductor in addition to the current carrying conductors. D.Provide #12 conductors, unless otherwise indicated. 1.Control conductors shall be #14 minimum for NEC class I and #16 for NEC class II. E.Conductors #8 AWG and larger shall be stranded. F.Conductors #10 AWG and smaller shall be solid. G.Install wiring in conduit. H.Connect #10 and smaller wires with constant pressure expandable spring type connectors, "Scotchlok" by 3M or B-Cap by Buchanan. I.Connect #8 and larger wires with compression connectors or splices as manufactured by Burndy or T&B. J.Insulate splicing connectors to at least 200% of the wire insulation. Use pre-stretched tubing connector insulators, 3M PST for #2 and larger conductors. K.Pull conductors using recognized methods and equipment leaving at least 6" wire at all junction boxes for connections. 1.Clean out each conduit system before pulling wire. L.Form and tie all wiring in panelboards. M.There shall be no wirenut joints or splices made inside switchboards/panelboards. N.Branch circuit wire sizes (and conduits) shall be increased from those indicated on the plans to prevent excessive voltage drop. Branch circuits shall be installed with wires of sufficient size so that voltage drop between the panel and the loads does not exceed limit of 3%. O.Regardless of the temperature rating of the conductor insulation, all conductor ampacity rating for this project shall be determined from the 75°C conductor temperature ratings indicated in the NEC tables. Where equipment or devices are provided with terminals/lugs rated for 60°C, the ampacity rating of the 75°C conductor shall be limited to its associated 60°C rating as indicated in the NEC tables. The electrical contractor shall be responsible to increase the conductors and conduit size as required. P.Circuits may be multi-plexed in conduit provided wire is properly derated and conduit sized per code. Under no circumstances shall more than six (6) current carrying conductors be run in a single conduit. Section 16140 - Wiring Devices A.Wiring device color shall be selected by architect, unless otherwise indicated. B.Provide totally enclosed, 20 ampere, 120/277 volt, quiet A/C general use snap switches. C.Switches shall be specification grade as manufactured by Hubbel, P&S, or Leviton. D.Provide NEMA configuration 5-20R Duplex 125 volt grounding type receptacles rated for 20 amperes unless otherwise indicated on the drawings. E.Receptacles shall be specification grade as manufactured by Hubbell, P&S or Leviton. F.Receptacles requiring amperages, voltages or configurations different from the duplex convenience receptacles above shall be as indicated on the drawings. G.Provide other receptacles of a quality, material and workmanship equal to that specified for duplex convenience receptacles. H.Provide cover or device plates for outlet boxes as follows unless otherwise noted: 1.Finished areas: thermoplastic - color to match device. 2.Unfinished areas: zinc coated sheet metal, aluminum, or cast metal as appropriate for the type of box. 3.Exterior areas: copper free aluminum with gray, powder epoxy finish, gasket, weatherproof, Crouse-Hinds "WLRD" for duplex receptacles and WLRS for single receptacles or equal. 4.Telephone, communication, and signal outlet plates, shall match those used for receptacles and switches. All outlet and/or junction boxes shall be complete with a cover plate by this contractor. 5.Where devices are ganged, they shall be installed under a common coverplate. I.Locate the switches approximately 4'-0" above the finished floor elevation or nearest block course (within A.D.A. requirements), unless otherwise indicated. The long dimension of the switches shall be vertical. J.Locate receptacles approximately 1'-6" above the finished floor elevation or nearest block course (within A.D.A. requirements), unless noted otherwise. The long dimension of receptacles shall be vertical. Section 16442 - Distribution and Panelboards A.Distribution Panels (circuit breaker style) 1.Distribution panels shall be dead front type with features and rating as scheduled on the drawings. 2.Molded case circuit shall be as scheduled, of size and number indicated on the drawings. All breakers shall be bolt-on type. 3.All lugs shall be UL approved CU/AL type. 4.Panels shall be manufactured as a complete unit and not an assembly of parts secured from a supply house. 5.All panels shall be capable of accepting circuit breakers sized up to and including 400 amps. 6.Vertical bussing shall be extended the full length of the panel. 7.All bus bars shall be rectangular solid copper. 8.Distribution panels shall be G.E., Square D, Siemens or Cutler-Hammer. 9.Install panels such that handle for the top breaker does not exceed 6'-6" above finished floor. 10.Provide phenolic labels for each panel. 11.All bolted connections shall be torqued in accordance with manufacturer's standards. 12.Surface-mounted panels shall be mounted on a 3/4" plywood backboard. Floor-mounted panels shall be mounted on a 4" high concrete pad. B.Panelboards 1.Panelboards shall be enclosed dead front safety type with features and ratings as scheduled on the drawings. 2.Panels known as "load centers" are unacceptable. 3.Molded case circuit breakers shall be as scheduled on the drawings and specified in this division. 4.All bus bar shall be rectangular solid copper. 5.Space, where shown in panel schedules, designates space for future protective devices and shall include bus and support. 6.Install cabinets so that center of the top breaker does not exceed 6'-6" above the finished floor. 7.Entries on directory cards shall be typed, complete and accurate. 8.All bolted connections shall be torqued in accordance with manufacturer's standards. 9.Electrical contractor shall arrange circuits as near as possible to circuit numbers on the drawings. At completion of job, electrical contractor shall take current reading checks of respective phases. A minimum of circuit connections shall be rearranged to balance, as closely as possible, the load in the panel. 10.All breakers shall be bolt-on type. 11.Provide (3) spare 1" conduits into accessible ceiling space where panels are flush-mounted. 12.Manufacturer shall be Square D, Siemens, G.E., or Cutler-Hammer. Section 16491 - Fuses A.The contractor shall furnish a complete set of fuses for all switches, plus fusible equipment furnished by other trades. Unless indicated otherwise on plans, the fuses shall be of the following types: 1.Fuses 601 to 6000 amps shall be UL class. Trade type shall be KRP-C as manufactured by Bussmann Company. 2.Fuses 1/10 to 600 amps shall be UL class RK1. Trade type shall be low peak LPS-RK (600V) and LPN-RK (250V) as manufactured by Bussmann Company. 3.All other fuses shall be dual-element current-limiting type with 200,000 amperes symmetrical interrupting capacity. B.Fuses shall be manufactured by Bussman, Gould-Shawmutt, or Reliance. C.Spare fuses amounting to a duplicate set of each size installed shall be turned over to the owner upon completion of the project. Provide and place in a spare fuse cabinet similar to Bussman # SFC. D.This contractor shall replace all fuses blown during construction. Section 16511 - Lighting Fixtures A.Linear fluorescent lamps for new light fixtures shall be T8, 3500K of the following manufacturers: 1.General Electric "Starcoat" SP35 Series 2.Osram/Sylvania "Octron" 735 Series 3.Phillips TL735 Series B.Compact fluorescent lamps for new light fixtures shall be 3500K of the following manufacturers: 1.General Electric "Biax" SPX35 Series (4 pin base) 2.Osram/Sylvania "Dulux" 835 Series (4 pin base) 3.Phillips "PL" or "PL-T" 3500K Series (4 pin base) C.All lighting fixtures shall be furnished and installed by electrical contractor as indicated on the lighting fixture schedule, including lamps. Lamps shall be of the same manufacturer for all types. All fixtures shall bear the underwriter's laboratories label and shall be installed according to manufacturer's Section 16410 - Safety Switches A.Safety switches shall be the enclosed heavy-duty type (type HD) with quick-make, quick-break mechanism and external pad lockable operating handle. B.Safety switches shall be rated for 240 or 600 volts as applicable. They shall be horsepower rated when used in motor circuits. C.Safety switches shall be fusible or non-fusible 2, 3, or 4 pole as indicated on the drawings. D.Safety switches shall be single throw unless otherwise indicated on the drawings. E.Enclosures shall be NEMA 1 indoors and NEMA 3R outdoors unless otherwise indicated on the drawings. F.Manufacturer shall be Square D, Siemens, G.E., or Cutler-Hammer. All safety switches shall be by one manufacturer. G.Mount the safety switches securely between 3' X 6' levels above the floor unless otherwise indicated on the drawings. H.Switches on block walls shall be mounted on a 3/4" plywood backboard, where located indoors. schedule, including lamps. Lamps shall be of the same manufacturer for all types. D.All fixtures shall bear the underwriter's laboratories label and shall be installed according to manufacturer's instructions. E.Ballasts for linear fluorescent lamps shall be electronic, parallel, instant-start, normal output type, less than 10% THD, CBM and ETL certified, as manufactured by Magnetek, Motorola or Advance. F.Ballasts for "T5" compact fluorescent lamps shall be electronic, parallel, instant-start, normal output type, less than 10% THD, CBM and ETL certified, as manufactured by Magnetek, Motorola or Advance. G.Ballasts for "T4" compact fluorescent lamps shall be electronic, parallel, rapid-start, normal output type, less than 10% THD, CBM and ETL certified, as manufactured by Magnetek, Advance, Energy Savings, Inc. or Robertson. H.High intensity discharge ballasts shall be constant wattage type. I.This contractor shall provide and install all necessary support media for all lighting fixtures including structural steel, angle, rods, etc. in general, fluorescent and high intensity discharge fixtures shall be supported in a manner acceptable to the local inspection authorities. All fixtures shall be firmly supported from beams or joists. 1.Provide all necessary backing, blocking and supports for wall mounted fixtures. 2.Fixtures shall not be supported from roof deck. K.All fixtures shall be UL listed and approved for the purpose intended. L.Recessed fixtures in fire rated ceiling or supply air plenums shall be approved for the fire rating of the ceiling. Provide air-tight gaskets to seal around openings. M.All adjustable fixtures shall be aimed and adjusted during evening hours to the satisfaction of the architect. Section 16800 - Fault Current Study A.The fault current study shall be performed by the distribution equipment manufacturer. The study shall be submitted to the engineer prior to receiving final approval of the distribution equipment shop drawings and/or prior to release of equipment for manufacture. If formal completion of the study may cause delay in equipment manufacture, approval from the engineer may be obtained for a preliminary submittal of sufficient study data to ensure that the selection of device ratings and characteristics will be satisfactory. B.The fault current study shall be performed with the aid of a "Windows 95" based computer program. C.The input data shall include the power company's fault current contribution, resistance and reactance components of the branch impedances, the X/R ratios, base quantities selected and other source impedances. D.Short circuit momentary duty values and interrupting duty values shall be calculated on the basis of three phase bolted short circuits at each switchgear bus, switchboard, distribution panel, branch circuit panel, and other significant locations through the system. The short circuit tabulations shall include symmetrical fault currents and X/R ratios. For each fault location, the total duty on the bus, as well as the individual contribution from each connected branch, shall be listed with its respective X/R ratio. Section 16860 - Low-Voltage Lighting Control System A.Summary 1.Provide a complete low voltage lighting control system for the building as shown on the plans and specified herein. 2.Lighting control system shall utilize networking technology based upon "Lonworks" networking technology. Lonworks products to be Lonmarked or Lonmark compliant to certification level 3.1. System shall be able to operate as a stand-alone entity or shall be able to be integrated with other Lonworks systems. 3.All relay panel interiors shall be pre-assembled complete with the necessary relays, transformers and devices. Relay panel interiors are to be separate from enclosure so as to permit easy mounting, conduit installation and wire pull to enclosures. Interiors to be inserted last and connections made. B.Definitions 1.Bacnet: a networking communication protocol that complies with Ashrae 135. 2.BAS: building automation system. 3.HVACIC: heating, ventilating, and air-conditioning instrumentation and controls. 4.Lonworks: a control network technology platform for designing and implementing interoperable control devices and networks. 5.Monitoring: acquisition, processing, communication, and display of equipment status data, metered electrical parameter values, power quality evaluation data, event and alarm signals, tabulated reports, and event logs. 6.PC: personal computer; sometimes plural as "PCS." 7.RS-485: a serial network protocol, similar to RS-232, complying with TIA/EIA-485-A. C.Submittals 1.Product Data: for each type of product indicated. 2.Shop Drawings: detail assemblies of standard components, custom assembled for specific application on this project. C.a.Outline Drawings: indicate dimensions, weights, arrangement of components, and clearance and access requirements. C.b.Block Diagram: show interconnections between components specified in this section and devices furnished with power distribution system components. Indicate data communication paths and identify networks, data buses, data gateways, concentrators, and other devices to be used. Describe characteristics of network and other data communication lines. C.c.Wiring Diagrams: power, signal, and control wiring. Coordinate nomenclature and presentation with a block diagram. 3.Coordination Drawings: submit evidence that lighting controls are compatible with connected monitoring and control devices and systems specified in other sections. C.a.Show interconnecting signal and control wiring and interfacing devices that prove compatibility of inputs and outputs. C.b.For networked controls, list network protocols and provide statements from manufacturers that input and output devices meet interoperability requirements of the network protocol. 4.Software and firmware operational documentation: C.a.Software operating and upgrade manuals. C.b.Program software backup: on a magnetic media or compact disc, complete with data files. C.c.Device address list. C.d.Printout of software application and graphic screens. 5.Software upgrade kit: for owner to use in modifying software to upgrade and to allow system expansion. 6.Field quality-control test reports. 7.Operation and maintenance data: for lighting controls to include in emergency, operation, and maintenance manuals. D.Quality Assurance 1.Source limitations: obtain lighting control module and power distribution components through one source from a single manufacturer. 2.Electrical components, devices, and accessories: listed and labeled as defined in NFPA 70, article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 3.Comply with 47 CFR, subparts A and B, for class A digital devices. 4.Comply with NFPA 70. E.Coordination 1.Coordinate lighting control components to form an integrated interconnection of compatible components. E.a.Match components and interconnections for optimum performance of lighting control functions. 2.Coordinate lighting control components specified in this section with components specified in other sections. F.Warranty 1.Special warranty: manufacturer's standard form in which manufacturer agrees to repair or replace components of lighting controls that fail in materials or workmanship within specific warranty period. F.a.Failures include, but are not limited to, the following: 1.1.Software: failure of input/output to execute switching or dimming commands. 1.2.Failure of modular relays to operate under manual or software commands. 1.3.Damage of electronic components due to transient voltage surges. F.b.Warranty period: cost to repair or replace malfunctioning parts for two years from date of substantial completion. G.Extra Materials 1.Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. G.a.Electrically held relays: equal to ten percent of amount installed for each size indicated, but no fewer than ten relays. H.Manufacturers 1.Manufacturers: base bid shall include the use of equipment by the following manufacturer: H.a.Douglas Lighting Controls. 2.Alternate manufacturers: subject to compliance with requirement of products by one of the following manufacturers may be submitted under an alternate bid: H.a.Intelligent Lighting Controls, Inc. H.b.Microlite I.System Requirements 1.Expansion capability: adequate to increase the number of control functions in the future by 25 percent more than those indicated. This expansion capability applies to equipment ratings, housing volumes, spare relays, terminals, number of conductors in control cables, and control software. 2.Line-voltage surge suppression: factory installed as an integral part of 120-V and 277-V AC, solid-state control panels. I.a.Alternative line-voltage surge suppression: field-mounting surge suppressors that comply with UL 1449 and with IEEE C62.41 for category A locations. J.Functional System Description 1.Manual switch operation energizes and de-energizes one or more groups of lighting fixtures or other loads by closing and opening one or more relays in the power-supply circuits to the fixture groups. Switches are hard-wired to the relays they operate. 2.Manual switch operation sends a signal to programmable-system control module that processes the signal according to its programming and routes an open or close command to one or more relays in the power-supply circuits to groups of lighting fixtures or other loads. 3.Manual switch, an internal timing and control unit, or an external sensor or other control signal source sends a signal to programmable-system control module that processes the signal according to its programming and routes an open or close command to one or more relays in the power-supply circuits for groups of lighting fixtures or other loads. 4.Contract closure from the network access control system shall send a signal to programmable system control module to turn on all building lights. K.Relays 1.Two (2)-wire HID relay suited for all types of lighting loads: WR-6161: K.a.Lighting control relays mounted in relay panels shall be WR-6161 full load relays suitable for all types of lamp loads up to 20 amperes. Load contacts shall be able to sustain 1500 amp fault currents for up to 20 milli-seconds. K.b.The relay shall be contained in a molded case containing both low and high voltage terminals and shall have a built-in operating lever marked on/off for manual switching at the relay panel. K.c.Switching the relay shall be accomplished with one signal wire and a common return. at the relay panel. K.c.Switching the relay shall be accomplished with one signal wire and a common return. The signal wire shall be able to signal on and off and shall also carry status current that indicates if the relay is on or off. K.d.UL listing 20A: 120 and 277 VAC; CSA 20A: 120, 277 and 347 VAC. L.Pre-assembled relay panels: PWEX Series 1.Where indicated on the drawings, provide a factor pre-assembled relay panel. The panel's enclosure shall be for surface of flush installation, with a screw-on cover or a hinged door assembly as required. 2.The panel shall consist of a pre-assembled interior insert; UL/CSA approved Douglas cat. no.: CXXM or WXXM series with capacities for 12, 24, 36, 48 or 72 relays as indicated on plans. Panel enclosure must be UL/CSA approved. 3.Panel interior shall have the following pre-assembled and pre-wired: L.a.Suitable divider separating class 1 and class 2 compartments. L.b.Control transformer, UL/CSA approved for class 2 circuits, Douglas cat. no. WR-4075-120. L.c.Low voltage relays as required by switched circuits shown on plans or schedules. L.d.Control devices as required. M.Relay controls installed in relay panels 1.Programmable relay scanners: WRS-2224: M.a.When groups of relays are to be switched by master switches or time controls and it still must be possible to switch individual relays by local switches, provide programmable relay scanner WRS-2224. M.b.Each scanner shall be solid state and have 24-relay outputs. An output shall be capable of switching the connecting relay on and off and sensing if the connected relay is on or off. M.c.Each programmable relay scanner shall have 5-switch inputs to accommodate master group switches. Each switch input can be set with the keypad built into the scanner to switch some or all of the 24-relay outputs of the scanner. Each switch input must indicate an on state if any of the relay's in the group is on. If all relays are off, then indicate an off state to the master switch. M.d.The scanner shall be able to provide an optional flick warn option for each of the five (5) groups. After the flick warn, the occupant has five (5) minutes to prevent the local lights from switching off by activating the local switch. M.e.The programming of the scanner shall be user-friendly with instructions printed on the scanner label. M.f.The relay scanner shall accept a plug-in module, WNX-2624 network node. The network node shall use Lonworks technology and shall be Lonmark certified (V3.1). This node shall be capable of connecting to an FTT-10A data line to communicate with other scanners in different relay panels or with other vendors using Lonworks technology. N.Relay panel network and Lonworks technology 1.Overview of network nodes: WNX-2624 node N.a.Relay panels that are networked together with Douglas scanners and network nodes shall be able to operate as a stand-alone system or it shall be able to be integrated as a part of a greater building automation system that includes other functions of the building such as HVAC and security. N.b.The network shall use Lonworks inter-operable technology and the network nodes attached to the relay scanners shall be Lonmark certified to the 3.X standard for lighting. The network data bus shall utilize Lonworks industry standard FTT-10 transceivers that can be connected directly to the integrated system or should isolation or expansion be required by the integrated system a Lonworks router can be used. 2.Stand-alone system N.a.The stand-alone system shall not require the services of an integrator or other software specialist to program the system. No PC or extra device is required for setting which relays are controlled by a group switch input. It shall be possible to view and edit which relays are controlled by a switch input with indicators and buttons built into the relay control devices. N.b.As a stand-alone system, the network of relay panels shall permit the following: 2.1.Each input can control any group of relays located throughout the system. 2.2.A single group of relays can be operated by more than one input. 2.3.When connected to an input, a pilot light switch shall indicate the state of the relay group. If any relay in the group is on, the switch shall indicate on. If all relays of the group are off, the switch shall indicate off. 2.4.Group inputs shall be able to accept signals from other devices such as time clocks, photocells or contact closures from other system to provide automation of the lighting controls. 2.5.Each relay group shall be able to support the flick-warn option. After the flick warn, the occupant has five minutes to prevent the local lights from switching on by activating the local switch. 3.Integrated to building automation system (BAS) N.a.Provide WNX-2624 Lonworks nodes with the following standard features. 3.1.Lonmark certified 3.1 3.2.Transceiver type: FTT-10. 3.3.Global switch grouping capability via scanner inputs. 3.4.Flick warn option. O.Wall Switches and Accessories 1.Switches O.a.Remote control switches and switch hardware to mount to standard wall boxes. Standard switches mount up to three (3) switches per gang. O.b.Rocker switches shall be WR-8001. O.c.Switches that require an indicator shall be WR-8501 push button switch. Switch shall have integral LED's that indicate both on and off states (red=on, green=off). The switch shall have a plastic cap to permit holding a paper identification label. O.d.Switches that require keyed operation shall be WRK-8201 key switch complete with integral LED to indicate state. O.e.Wiring of switches to be #18 AWG, solid conductor. Check with manufacturer regarding other gauges before installing. 2.Switch Plates O.a.Select switch plates to suit number of switches as shown on the plans. Up to three (3) switches can be installed in a one-gang box. Use WN-3020 filler plugs where appropriate. O.b.Switch plates are to be made of stainless steel shall be WN-76XX Series cover plates. P.Time-clocks 1.8-channel, time clock: WTP-4408 P.a.Provide a time clock for timed automation with the following features: 1.1.Eight (8) outputs, each individually programmable. 1.2.Seven (7) assignable programs, 64 events per program. 1.3.Thirty-two (32) holiday schedules per year. 1.4.Power loss protection: 48 hours for time and indefinite program memory. 1.5.Astronomic programming. 1.6.Automatic daylight savings adjustment (selectable). Q.Wiring Installation 1.Wiring method: install wiring in raceways. Comply with section 16120 "Wire and Cable." Minimum conduit size shall be 1/2 inch (13 MM). 2.Wiring within enclosures: bundle, lace, and train conductors to terminal points. Separate power-limited and non-power-limited conductors according to conductor manufacturer's written instructions. 3.Install field-mounting transient voltage suppressors for lighting control devices in category A locations that do not have integral line-voltage surge protection. 4.Size conductors according to light control device manufacturer's written instructions, unless otherwise indicated. 5.Splices, taps, and terminations: make connections only on numbered terminal strips in terminal cabinets, equipment enclosure, and in junction, pull, and outlet boxes. 6.Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 7.Ensure that conduit for line voltage wires enters panel in line voltage areas and conduit for low voltage control wires enters panel on low voltage areas. Check manufacturer's drawings for location of line and low voltage areas. R.Identification 1.Identify components and power and control wiring according to section 16050 "Basic Electrical Materials and Methods." S.Field Quality Control 1.Manufacturer's field service: engage a factory-authorized service representative to inspect, test, and adjust field-assembled components and equipment installation, including connections, and assist in field testing. Report results in writing. 2.Perform the following field tests and inspections and prepare test reports: S.a.Test for circuit continuity. S.b.Verify that the control module features are operational. S.c.Check operation of local override controls. S.d.Test system diagnostics by simulating improper operation of several components selected by architect. T.Adjusting 1.Occupancy adjustments: when requested within 12 months of date of substantial completion, provide on-site assistance in adjusting sensors to suit actual occupied conditions. Provide up to two visits to site outside normal occupancy hours for this purpose. U.Demonstration 1.Engage a factory-authorized service representative to train owner's maintenance personnel to adjust, operate, and maintain lighting controls. Provide a minimum of four (4) hours of owner training. V.Low Voltage Wiring 1.For low voltage wiring, provide wire type as recommended by the manufacturer. 2.Adhere to manufacturer's recommendations as to maximum wire length and maximum quantity of relays per switch. 3.Data line shall be #16 Twisted Pair Beldon #8471 or equal. W.Line Voltage Wiring 1.Use wire gauges from #12 AWG to #14 AWG as appropriately sized for the branch circuit. Adhere to manufacturer's recommendations as to maximum quantity of relays per switch (4 relays or 20 scanners for most Douglas switches and outputs). X.Security System Interface 1.Provide (2) #18 AWG in 1/2"C from building security system to the low-voltage relay panel. Interlock systems such that an alarm condition in the security panel shall sweep on all building lights. ELECTRICAL SPECIFICATIONS COPYRIGHT © 2016 ARCHITECTS PLUS, INC. - 10/31/2016 - 2:58 PM - \\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E5.1.dwg16106 Drawn by:Checked by: Date:Job # Issue: PERMIT/BID ISSUE 09/26/2016 PERMIT/BID REISSUE 11/01/16 09/26/2016 CLIENT CENTERED DESIGNArchitectsPlus10816MILLINGTONCOURT,SUITE100CINCINNATI,OH45242513.984.1070ARCHITECTSPLUS.COMRODIZIO GRILLCARMEL, INDIANAINTERIOR RENOVATION FOR:2375 EAST 116TH STCARMEL, IN, 460323030 West Streetsboro Road Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659-6675 Fax Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S TBA TBA E5.1ELECTRICAL SPECIFICATIONS TBA TBA Section 16010 (cont.)Section 16120 (cont.)Section 16511 (cont.)Section 16860 (cont.)\\tbs-projects03\2016\2016-0876\Cad\Mep\2016-0876 E5.1.dwg, E5.1, 10/31/2016 2:58:58 PM, 1:1