HomeMy WebLinkAboutArchitecture Plans 07-02-20General NotesNothing set forth in these Drawings shall release any Contractor from responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage and coordination with other trades, or waive the Contractor's responsibility to identify and resolve deviations from the requirements of the Contract Documents, or waive the Contractor's responsibility to alert the Architect to errors or omissions contained therein.Each Contractor shall verify in the field all existing applicable conditions and dimensions shown on the Drawings and as pertinent to the intent of these Drawings. Any discrepancy discovered shall be brought to the attention of the Architect prior to the commencement of any Work affected by, or related to, such discrepancy.Each Contractor shall be responsible for all costs associated with, or caused by failure to comply with requirement.Each Contractor shall review in advance all portions of the Work to verify that the Work will not prohibit completion of the Project as intended in these Contract Documents. Any questions shall be promptly referred to the Architect for resolution.Vicinity MapThoroughfare MapEach Contractor shall refer to the Project Manual for cleaning and disposal requirements.Each Contractor shall be responsible for the protection of all surfaces and finishes at interior and exterior of building. Damaged surfaces and finishes resulting from the performance of the Work shall be repaired at no cost to the Owner by the responsible Contractor to match existing to the satisfaction of the Owner.Each Contractor shall coordinate respective cutting and patching Work with the other Prime Contracts.Each Contractor shall become completely familiar with all aspects of the Work, even those areas designated to be provided by others. This familiarization includes full and complete understanding of the Work described on all Sheets of the Drawings and in all Sections of the Project Manual. Failure by the Contractor to become completely familiar and cognizant of all aspects of the Work shall not relieve the Contractor of the responsibility to provide materials, assemblies, or services indicated in the Contract Documents.2019-004.FWP03.03.2020Flowing Well Park ImprovementsCarmel/Clay ParksCarmel/Clay ParksFlowing Well Park Improvements5100 E 116th StreetCarmel , IN 460332019-004.FWPG-000VARIANCEAPPROVALVariance 20-02-07 approval to not require the building to comply with theIndiana Energy CodeBUILDINGELEMENTS:Building elements are permitted to be of nonrated combustible construction[Table 601]Actual: 246 sq. ft.ALLOWABLE AREA:Tabular: 9,000 sq. ft. [Table 503]CONSTRUCTIONTYPE:Type VB Construction permitted based upon allowable area [503.1]OCCUPANCYCLASSIFICATION:B Occupancy [304.1]SCOPE OF WORK:The project involves construction of a restroom building of 250 sq ft for useby people using the Flowing Well Park.Indianapolis - Marion County Fire Protection Code (MCFPC)ICC/ANSI A-117.1 Standard, 2009 Edition2014 Indiana Mechanical Code (IMC)APPLICABLE CODE:2014 Indiana Building Code (IBC)CODE SUMMARYSHEET INDEXNumberSheet Name1 - GeneralG-000COVER SHEET2 - CivilC-001GENERAL NOTES & ABBREVIATIONSSV101BOUNDARY & TOPO SURVEYCD101SITE DEMOLITION PLANCD102SITE DEMOLITION PLANCL101SITE LAYOUT PLANCL102SITE LAYOUT PLANCL501SITE LAYOUT DETAILSCL502SITE LAYOUT DETAILSCG101SITE GRADING PLANCG102SITE GRADING PLANCU101SITE UTILITY PLANCU501SITE UTILITY DETAILSCU502SITE UTILITY DETAILSCE101STORMWATER POLLUTION PREVENTION PLANCE102STORMWATER POLLUTION PREVENTION PLANCE501SWPPP NOTES & DETAILSCE502SWPPP NOTES & DETAILS3 - StructureSF101FOUNDATION PLAN, ROOF FRAMING PLANS & STRUCTURAL NOTESS-401FOUNDATION & FRAMING SECTIONS & DETAILS4 - ArchitecturalA-001ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONSAF101OVERALL FIRST FLOOR PLANA-200OVERALL ELEVATIONSA-310WALL SECTIONS & DETAILSA-311PERGOLA DETAILS7 - MechanicalM-001MECHANICAL SYMBOLS AND ABBREVIATIONSMH1A1FIRST FLOOR HVAC PLAN8 - PlumbingP-001PLUMBING SYMBOLS AND ABBREVIATIONSPF1A1FIRST FLOOR PLUMBING PLAN9 - ElectricalE-001SYMBOLS & ABBREVIATIONSE-101SITE, POWER, AND LIGHTING PLANSE-601DETAILS AND SCHEDULES
AbbreviationsClass A doorarchitect/engineerAmericans with Disabilities Actaddendumadministrationabove finished flooraluminumamountapproximateapartmentArchitectArchitect's Supplemental InstructionassociationassemblyAmerican Society for Testing and MaterialsavenueaverageArchitectural Woodworking instituteClass B doorboardbelow finished ceilingbelow finish floorbituminousbuildingbulkheadboulevardBuilding Officials and CodeAdministrators Association Internationalbottombearingbearing platebasementcabinetchalk boardceramic baseclosed circuit televisionconstruction documentscontract documentscement plastercement plaster ceilingcast-in-placeconstruction jointcontrol jointcenter lineceilingceiling heightclosetclearconcrete masonry unitcountercountertopcolumnconcreteconcrete floorconferenceconstructioncoordinatecorridorcarpetConstruction Specifications Institutecasementcaseworkceramic tileceramic tile baseceramic tile floorcentercubic feetcubic inchcubiclecustodianClass D doordatumdecibeldoubledouble acting doordouble glazedegreedegrees Celsiusdegrees Fahrenheitdeletedemolitiondepartmentdetaildrinking fountaindouble hung (door, window)diameterdiagonaldiffuserdimensiondirectiondispenserdivisiondouble joistdowndoordown spoutdrawingdrawerClass E dooreachElectrical Contractorexterior finish systemexterior insulation and finish systemexpansion jointelevationelectricelevatoremergencyenamelenclosureentranceedge of slabethylene propylene diene monomerequalequipmentequivalentescalatoreasementestimateet cetraexistingexpansion jointfabricfasciafascia boardfile cabinetfloor drainfoundationfire extinguisherfire extinguisher cabinetfederalfire hosefire hydrantfire hose cabinetfigurefinishfinish floorfinish gradefinish woodfixtureflashingflooringflush mountfloorfloor finishfluted concrete masonry unitface of concreteface of finishface of masonryface of slabfoundationface of wallFire Protection Contractorfire resistantfiber reinforced concretefiber reinforced gypsumfiberglass reinforced plasticfreezerfeet, footfootingfinned tubed radiationfurringfurniturefabric wall coveringgaugegallongalvanizedGeneral Contratorglass-fiber-reinforced concreteglass-fiber-reinforeced gypsumglass-fiber-reinforeced plasterglass-fiber-reinforeced plasticglass blockglue laminated woodgovernmentgypsum wallboardhazardhazardous materialshandicaphose cabinethollow core wood doorhand dryerheavy duty hardboardhigh density overlayhardwarehardwoodhollow metalhorizontalheadquartershourheightheaterhighwayheating, ventalation and air conditioningInternational Building Codeinside diameterinside dimensioninch/ inchesinstallinstrumentinsulation, (e), (ed)interiorA LABELA/EADAADDADMINAFFALUMAMTAPPROXAPTARCHASIASSNASSYASTMAVEAVGAWIB LABELBDBFCBFFBITUMBLDGBLKHDBLVDBOCABOTBRGBRG PLBSMTCABCBCBCCTVCDCDCEM PLASCEM PLAS CLGCIPCJCJCLCLGCLG HTCLOCLRCMUCNTRCNTRTPCOLCONCCONC FLRCONFCONSTRCOORDCORRCPTCSICSMTCSWKCTCTBCTFCTRCU FTCU INCUBCUSTD LABELDATdbDBLDBL ACT DRDBL GLZDEGDEG CDEG FDELDEMODEPTDETDFDHDIADIAGDIFFDIMDIRDISPDIVDJDNDRDSDWGDWRE LABELEAECEFSEIFSEJEL/ ELEVELECELEVEMERENAMENCLENTREOSEPDMEQEQUIPEQUIVESCALESMTESTECTEXISTEXP JTFABFASFAS BDFCFDFDTNFEFECFEDFHFHFHCFIGFINFIN FLRFIN GRFIN WDFIXTFLASHFLGFLMTFLRFLR FINFLUT CMUFOCFOFFOMFOSFOUNDFOWFPCFRFRCFRGFRPFRZFTFTGFTRFURGFURNFWCGAGALGALVGCGFRCGFRGGFRPGFRPGL BLKGLU LAMGOVTGWBHAZHAZ MATHCHCHCWDHDHDBDHDOHDWHDWDHMHORIZHQHRHTHTRHWYHVACIBCIDIDININSTLINSTRINSULINTjanitorjanitor closetknock downkitchenknockoutlaminatelaminated glasslacquerlaundrylavatorylaundry chutelandinglight emitting diodelinear feet (foot)loose fill insulationleft handleft hand reverselibrarylocker roomlanelocationlargelightlight gaugelouver doormaintenancemanualmaterialmaximummarker boardMechanical Contractormail chutemetal deckmedium density overlaymeasuremechanicalmechanical roommediummelaminemembranemezzaninemanufacturedmanufacturingmanufacturermanufacturer's recommendationmanagementminimummirrormiscellaneousmetal lathmolding (moulding)millworkmasonry openingmountmountedmountingmetalmullionnot applicableNational Building CodeNational Electric CodeNational Fire CodeNational Institute of Building Sciencesnot in contractnumbernominalnot to scaleout to outon centeroutside diameteroutside dimensionofficeoverflow drainopeningoppositeoverflow roof drainoriginalOccupational Safety and Health Administrationpargingpartialparticleboardpercentperforatedpackageplastic laminateplywoodpanelporcelainpairprefabricatedprefinishpreformedpreparationparkingprojectpaintpost-tensioned concreteradiusresilient basereflected ceiling planroof drainreinforcing steel barsreceivedreceptaclereferencerefrigeratorreinforcedrequirerequiredrestroomrequest for informationrequest for proposalright handroof hatchright hand reverseroomrough openingratingroof top unitJANJAN CLOKDKITKOLAMLAM GLLAQLAULAVLCLDGLEDLFLF INSLHLHRLIBLKR RMLNLOCLRGLTLT GALVDRMAINTMANMATLMAXMBMCMCHMDMDOMEASMECHMECH RMMEDMELMEMBMEZZMFDMFGMFRMFR RECMGTMINMIRRMISCMLMLDGMLWKMOMTMTDMTGMTLMULLNANBCNECNFCNIBSNICNONOMNTSO/OOCODODOFCOFDOPNGOPPORDORIGOSHAPARGPARTPBDPCTPERFPKGPLAS LAMPLYWDPNLPORCPRPREFABPREFINPREFMDPREPPRKGPROJPTPT CONCRRBRCPRDREBARRECDRECPTREFREFREINFREQREQDRESTRFIRFPRHRHRHRRMRORTGRTUSATsuspended acoustical tileSATCsuspended acoustical tile ceilingSCDseat cover dispenserSCHschoolSCHEDscheduleSCHEMschematicSCWDsolid core wood doorSDsmoke detectorSDsoap dispenserSECTsectionSFsquare foot (feet)SFTWDsoftwoodSHRshowerSHTsheetSIMsimilarSLNTsealantSMsmallSPECspecificationSPKLRsprinklerSPKRspeakerSQsquareSQINsquare inchSQ YDsquare yardSSstainless steelSTstreetSTAstationSTDstandardSTLsteelSTL JSTsteel joistSTL LNTLsteel lintelSTL PLsteel plateSTL RF DKsteel roof deckSTL TBsteel tubeSTL TRsteel trussSTORstorageSTRstair(s)STRUCTstructuralSTRUCTSTL structural steelSUPPsupplementSURFsurfaceSURRsurroundSURVsurveySUSPsuspendSUSP CLGsuspended ceilingSVsheet vinylSVCserviceSWRsewerSYSsystemT&Gtongue and grooveT/Otop ofTANtangentTBtack boardTBtowel barTCterra cottaTDtowel dispenserTECHtechnicalTELtelephoneTEMPtemperatureTEMPtemporaryTEMPtempored glassTERterrazzoTFAto floor aboveTFBto floor belowTFFtop of finish floorTHKthicknessTHRESthresholdTHRUthroughTHRUOUTthroughoutTItapered insulationTOStop of steelTOMtop of masonryTPDtoilet paper dispenserTRtowel rackTRANStransomTRANStransparentTStube steelTVtelevisionTYPtypicalUBCUniform Building CodeUFCUniform Fire CodeULUnderwriters LaboratoriesUMCUniform Mechanical CodeUNOunless noted otherwiseUPCUniform Plumbing CodeUPSuninterruptible power supplyUTILutilityVARvariationVARvariesVBvinyl baseVCTvinyl composition tileVCTvitrified clay tileVEHvehicleVERTverticalVESTvestibuleVIFverify in fieldVOLvolumeVPveneer plasterVRvapor retarderVTRvent through roofVWCvinyl wall coveringVWFvinyl wall fabricW CABwall cabinetsW/withW/OwithoutWBwood baseWCwall coveringWDwoodWHweep holeWHSEwarehouseWOwhere occursWPworking pointWSCTwainscotWTweightCONCRETE MASONRY UNITFACE BRICKEARTHCONCRETEPLYWOODMETAL/STEELFINISHED WOOD TRIMWOOD BLOCKINGWOOD SHIMINSULATION (LOOSE OR BATT.)INSULATION (RIGID)GYPSUM BOARD / PLASTERMaterial SymbolsTITLE MARKSECTION MARKELEVATION MARKCUT LINEDETAIL MARKPLAN NOTE DESIGNATIONWHEELCHAIR CLEARANCE RADIUSWALL DESIGNATIONWINDOW NUMBERFURNITURECOLUMN DESIGNATIONNORTH ARROWROOM TAGUNIT MATCHLINEDEMOLITION NOTEDATUM POINT1View Name1/8" = 1'-0"ADA1t1tFMNRoom name101Reference SymbolsFBFBREVISION TAGUNIT AUNIT B#1A101SIMA1011Ref1Ref1Ref1RefSHEET REFERENCEDETAIL REFERENCEA1011SIMA1#DOOR NUMBERDoor LabelDoor NumberHardware SetPanel Type10145 minFG 168HM23A=HM#KEYNOTE LABEL00 00 00.B9SpecificationReferenceUnique Identifier(Not A Reference)N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:14:40 PMC:\_RevitLocal\2019-004.FWP_Bldg001_A_2018\2019-004.FWP_Bldg001_A_2018_tearl.rvt2019-004.FWP03.03.2020ARCHITECTURALGENERAL NOTES ANDABBREVIATIONSA-001TECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033A-001_ ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS#RevisionDate
A-2001BA-2001CA-2001DA-2001A3AA-2003CA-2003BA-200UNISEX RESTROOM101WALL:HP-1FLOOR:CFC-1BASE:VWBUNISEX RESTROOM102WALL:HP-1FLOOR:CFC-1BASE:VWBCUSTODIAL103FLOOR:CFC-1101F 02HM-003=F1102F 02HM-003=F1103F 01HM-003=F1A-2005CM8-DM8-C1213441' - 5"4' - 8"3' - 0"3' - 4"8"8"3' - 4"3' - 0"1' - 4"8' - 6"EM8FEM8FEM8FEM8FEM8FEM8F20' - 10"7' - 0"7' - 0"1A-3112A-311AF1015BSim3LINE OF ROOF OVERHANG ABOVEA-2001BA-2001CA-2001DA-2001A3AA-2003CA-2003BA-200113456356677771A-3112A-311A-2001BA-2001CA-2001DA-2001A3AA-2003CA-2003BA-2003321A-3112A-311LINE OF WALL BELOW4A. All dimensions shown are to face of stud or masonry, unless noted otherwise. Dimensions designated as "CLR or "clear" indicate a clear dimension from face of finish to face of finish. Dimensions of exterior walls are to outside edge of foundation.B. All exposed outside corners of CMU shall be bullnosed.C. Seal all joints between dissimilar materials.D. All interior walls are Type "M-6D", unless noted otherwise.E. Base elevation is 0'-0" = 840.50' (United States Geological Survey data).F. Hatching within walls shown in plans and sections indicates new construction.General NotesA. All exposed ductwork, piping etc. shall be painted. Color selected by Architect.General Refl. Ceiling Plan Notes07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAM07 31 13.I2 -UNDERLAYMENT, #30ROOFING FELT06 16 00.D13 -WOOD PANELSHEATHING, 3/4"06 16 00.D13 -WOOD PANELSHEATHING, 3/4"07 21 00.E2 -MINERAL-FIBERINSULATION06 10 00 -TREATED LUMBER, 2x8 @ 16" O.C.04 20 00.K2 -MASONRY JOINTREINFORCEMENT04 20 00.B3 -CMU, 8 IN06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS04 20 00.M5 -INSULATION,MASONRY-CELL07 46 46.B1 -SIDING, FIBER-CEMENTFIBERCEMENT CEMENT BOARD METAL J-TRIM07 46 46.B1 -SIDING, FIBER-CEMENT07 92 00.B2 -JOINT SEALANTFIBERCEMENT CEMENT TRIM BOARD06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS04 20 00.M5 -INSULATION,MASONRY-CELL15CAF101228' - 0"14' - 0"6CAF1011213' - 0"12' - 0"07 31 13.I2 -UNDERLAYMENT, #30ROOFING FELT07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAM07 41 13.G1 -FLASHING, SHEETMETAL06 40 13 -1" x 8" TREATED EXTERIOR TRIMFIRST FLOOR0' -0"AF1015AAF1016ASim07 31 13.I2 -UNDERLAYMENT, #30ROOFING FELT07 71 00.D5 -METAL ROOF EDGEFLASHING07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAMN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:14:48 PMC:\_RevitLocal\2019-004.FWP_Bldg001_A_2018\2019-004.FWP_Bldg001_A_2018_tearl.rvt2019-004.FWP03.03.2020OVERALL FIRST FLOORPLANAF101TECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033AF101_ OVERALL FIRST FLOOR PLAN1/4" = 1'-0"2AFIRST FLOOR PLAN1/4" = 1'-0"2CFIRST FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"2DFIRST FLOOR ROOF PLANFLOOR PLAN NOTES#Note1FLOOR DRAIN, REFER TO P-SERIES DRAWINGS FOR DETAILS2DRINKING FOUNTAINS, REFER TO P-SERIES DRAWINGS FOR DETAILS307 71 00 - 4IN X 4IN ALUMINUM DOWNSPOUT WITH SPLASHBLOCK410 14 00 - PROVIDE PANEL SIGNAGE - TYPE C2REFLECTED CEILING PLAN NOTES#NOTE1WOOD DECKING, ATTACH DECKING TO UNDERSIDE OF WOOD JOISTS2LIGHT FIXTURE, REFER TO E-SERIES DRAWINGS FOR DETAILS307 42 93 - FIBER CEMENT SOFFIT PANELS4EXPOSED STRUCTURE507 71 00 - 4IN X 4IN ALUMINUM DOWNSPOUT607 71 00 - 5"x5" ALUMINUM GUTTER7WOOD BRACKET. SEE DETAIL 2E/A-310.ROOF PLAN NOTES#Note1REMOVE EXISTING ASPHALT SHINGLE ROOFING IN ITS ENTIRETY. PREP EXISTINGROOF DECKING TO RECIEVE NEW STANDING SEAM METAL ROOFING. FIELD VERIFYEXISTING ROOF CONDITIONS AND DIMENSIONS.207 41 13 - STANDING-SEAM METAL ROOF PANELS307 71 00 - 5"x5" ALUMINUM GUTTER4TREATED WOOD PERGOLA1 1/2" = 1'-0"4AROOF TYPE -A1 1/2" = 1'-0"6BEM8F WALL TYPE3" = 1'-0"5BFIBERCEMENT BOARD CORNER DETAIL1/4" = 1'-0"5DALTERNATE-PAVILION REROOF PLAN1/4" = 1'-0"6DALTERNATE-WELL HOUSE REROOF PLAN1 1/2" = 1'-0"6AALTERNATE-NEW PAVILION ROOF1/4" = 1'-0"6CALTERNATE-WELL HOUSE SECTION1/4" = 1'-0"5CALTERNATE-PAVILION SECTION1 1/2" = 1'-0"5AALTERNATE-NEW WELL HOUSE ROOF#RevisionDate
FIRST FLOOR0' -0"1224577135101110FIRST FLOOR0' -0"18659895101251313FIRST FLOOR0' -0"186595984121013132' - 5"2' - 5"8' - 0"9' - 9"5"FIRST FLOOR0' -0"1283957FIRST FLOOR0' -0"3BA-200A-3101AA-3104AFIRST FLOOR0' -0"3BA-200A-3106CA-3104ASimFIRST FLOOR0' -0"3AA-2003CA-200A-3105AA-3105ASim2A-31126341587GENERAL NOTESA.This Door Schedule(s) is furnished for whatever assistance it may afford the Contractor. Do not consider it as entirely inclusive. Carefully examine the Drawings (especially the Floor Plans) and the Specifications to determine the extent of door and frame quantities required (including interior borrowed lite or sidelite openings). Should any particular door, frame, or interior borrowed lite or sidelite shown on the Drawings be inadvertently omitted from this Schedule, supply same as required for similar openings.B.The "QTY" column designates the number of leaves in the opening. The "Door Width" column designates the total width of all leaves. In multiple leaf conditions, the leaves shall equally divide the "Door Width" unless noted otherwise; however, the active leaf shall not be less than 3'-0" wide.C.Verify locksets with the Owner during submittals.D. All access control and security equipment provided by owner's preferred vendor (Presidio), via allowance. Coordinate all power and data requirements with vendor as needed.ABBREVIATIONSALAluminumHMHollow MetalSTSteelWDWoodTGTempered GlazingIGInsulated GlazingLGLaminated GlazingFGFrosted GlazingSPSpandrel PanelDOOR & FRAME SCHEDULE NOTESSee Door ScheduleSEE SCHED.SEE SCHED.FF12"2"4"SEE SCHED.SEE SCHED.RESTROOMSSIGN TYPE "C2"8"CL60"MOUNTING LOCATION(STRIKE SIDE)MAX.MATERIAL:ACRYLIC PANEL SIGNGRAPHICS: HELVETICA REGULARBACKGROUND COLOR: TO BE SELECTEDTEXT COLOR: TO BE SELECTEDMOUNTING:CUSHION DOUBLED SIDED TAPESIGNAGE DETAILS3/4"1/2"3/4"1"9"0' - 8"PUBLICExterior Finish ScheduleTHIS LEGEND IS PROVIDED FOR REFERENCE PURPOSES ONLY. PRODUCTS/COLORS INDICATED ARE BASED ON BASIS OF DESIGN MANUFACTURERS. REFER TO SPECIFICATIONS FOR LIST OF ACCEPTED EQUAL MANUFACTURES/PRODUCTS.SPEC SECTIONMAT'LMARKCOLOR: BASIS OF DESIGN07 46 46FIBER CEMENT SIDING, SOFFIT, FASCIA & TRIMARTIC WHITE07 92 00SEALANTSALL SEALANTS USED IN MASONRY CONTROL JOINTS SHALL MATCH THE MASONRY MORTARALL SEALANTS USED IN EXPOSED CONCRETE SHALL MATCH THE SURROUNDING COLOR CONCRETE UNLESS NOTED OTHERWISEALL SEALANTS USED TO SEAL AROUND EXTERIOR WINDOWS AND DOOR FRAMES SHALL MATCH THE WINDOW AND DOOR FRAME COLOR.07 71 00GUTTERS, DOWNSPOUTSMATCH FIBER CEMENT SIDING08 16 13.99FRP DOORS & FRAMESPAINT COLOR AS SELECTED BY ARCH. FROM MANUFS. FULL RANGE08 90 00LOUVERS 08 41 13ALUM. STOREFRONT08 80 00GLAZINGSUNGUARD SUPER NEUTRAL 54COLOR AS SELECTED BY ARCH. FROM MANUFS. FULL RANGECOLOR AS SELECTED BY ARCH. FROM MANUFS. FULL RANGEN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:15:00 PMC:\_RevitLocal\2019-004.FWP_Bldg001_A_2018\2019-004.FWP_Bldg001_A_2018_tearl.rvt2019-004.FWP03.03.2020OVERALL ELEVATIONSA-200TECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033A-200_ OVERALL ELEVATIONS1/4" = 1'-0"1CEAST BUILDING ELEVATION1/4" = 1'-0"1DNORTH BUILDING ELEVATION1/4" = 1'-0"1BSOUTH BUILDING ELEVATION1/4" = 1'-0"1AWEST BUILDING ELEVATIONBUILDING ELEVATION NOTES#Note107 46 46 - FIBER CEMENT LAP SIDING.2081613.99 - FRP DOOR IN ALUMINUM FRAME.307 41 13 - STANDING-SEAM METAL ROOF PANELS.4DRINKING FOUNTAINS, REFER TO P-SERIES DRAWINGS FOR DETAILS.507 46 46 - FIBER CEMENT TRIM.607 41 13 - METAL FASCIA.7LIGHT FIXTURE, REFER TO E-SERIES DRAWINGS FOR DETAILS.84IN X 4IN ALUMINUM DOWNSPOUT.95" ALUMINUM GUTTER.10WOOD TRELLIS.1107 46 46 - FIBER CEMENT TRIM.1208 52 00 - ALUMINUM-CLAD WOOD WINDOWS.13WOOD BRACKET. SEE DETAIL 2E/A-310.1/4" = 1'-0"3ABUILDING SECTION1/4" = 1'-0"3CBUILDING SECTION1/4" = 1'-0"3BBUILDING SECTIONDOOR & FRAME SCHEDULEMARKDOOR PANELFRAMELABELHDWRSETNOTESMARKTYPEQTYMATLGLAZSIZEMARKMATLGLAZHWTH101F1FRP--7' - 0"3' - 0"0' - 1 3/4"F1AL--02101102F1FRP--7' - 0"3' - 0"0' - 1 3/4"F1AL--02102103F1FRP--7' - 0"3' - 0"0' - 1 3/4"F1AL--011035.4.401 - RESTROOM ACCESSORY SCHEDULEType MarkKeynoteDescriptionMountingFurnished ByInstalled By110 28 00GRAB BAR - 18" VERTICALBOTTOM @ 40" AFFCONTRACTORCONTRACTOR210 28 00GRAB BAR - 36" HORIZONTALTOP @ 2'-11'' AFFCONTRACTORCONTRACTOR310 28 00GRAB BAR - 42" HORIZONTALTOP @ 2'-11'' AFFCONTRACTORCONTRACTOR410 28 00TOILET TISSUE DISPENSER - DOUBLEBOTTOM @ 1'-6 AFFOWNEROWNER510 28 00SANITARY NAPKIN DISPOSAL - SURFACETOP @ 30" AFFCONTRACTORCONTRACTOR610 28 13MIRROR - 24" X 36"BOTTOM @ 4'' ABOVE FIXTURECONTRACTORCONTRACTOR710 28 00SOAP DISPENSERBOTTOM @ 4" ABOVE FIXTUREOWNEROWNER810 28 00HAND DRYER - SLIMBOTTOM @ 42" AFFCONTRACTORCONTRACTOR1/4" = 1'-0"5CENLARGED RESTROOM -TYPICAL1/4" = 1'-0"5.4.602 -DOOR PANEL ELEVATIONS1/4" = 1'-0"5.4.603 -DOOR FRAME ELEVATIONS6" = 1'-0"6EALL SIGNS/DETAILS#RevisionDate
FIRST FLOOR0' -0"A-3101DA-3102BSimFIRST FLOOR0' -0"A-3102BA-3102CFIRST FLOOR0' -0"A-3102BSimA-3105D07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAM07 46 46.B9 -PANEL SIDING,FIBER-CEMENT07 46 46.B2 -SOFFIT, FIBER-CEMENT06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS07 41 13.A3 -UNDERLAYMENT,SELF-ADHERING SHEET06 16 00.D13 -WOOD PANELSHEATHING, 3/4"07 41 13.G2 -GUTTER07 41 13.G1 -FLASHING, SHEETMETAL06 10 00.B2 -WOOD STRUCTURE, REFS-SERIES DWGSFIRST FLOOR0' -0"07 21 00.D3 -FOAM PLASTIC BOARDINSULATION, 2"03 30 00.A3 -CONC SLAB, REFS-SERIES DWGS03 30 00.A5 -ISOLATION JOINT, REFS-SERIES DWGS07 46 46.B9 -PANEL SIDING,FIBER-CEMENT07 46 46.B5 -FLASHING,MANUFACTURER STANDARD0' - 6"07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAM07 41 13.G2 -GUTTER1' - 4"06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS07 71 00.D2 -MANUFACTURED METALDOWNSPOUT07 46 46.B2 -SOFFIT, FIBER-CEMENT06 16 00.D13 -WOOD PANELSHEATHING, 3/4"07 41 13.A3 -UNDERLAYMENT,SELF-ADHERING SHEET07 41 13.G1 -FLASHING, SHEETMETAL07 21 00.C3 -BLANKET INSULATION,6"06 40 23.K1 -1X FINISHED WOODTRIM06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS04 20 00.B9a -CMU BOND BEAM, 8 IN07 92 00.B3 -JOINT SEALANT (BOTHSIDES)07 46 46.J1 -SIDING TRIM OF SAMEMATERIAL AS SIDING04 20 00.B8a -CMU SILL, 8 IN, SOLID04 20 00.B9a -CMU BOND BEAM, 8 IN07 46 46.B9 -PANEL SIDING,FIBER-CEMENT07 46 46.B9 -PANEL SIDING,FIBER-CEMENT07 46 46.J1 -SIDING TRIM OF SAMEMATERIAL AS SIDING06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS07 46 46.J1 -SIDING TRIM OF SAMEMATERIAL AS SIDING12' - 8"06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS07 92 00.B3 -JOINT SEALANT (BOTHSIDES)08 41 13.B1 -ALUMINUM-FRAMEDSTOREFRONT2' - 0"10' - 8"31 20 00.A1 -SLOPE GRADES AWAYFROM BUILDINGS, REF C-SERIESDWGS09 65 13.A1 -FLOOR FINISH, REFI-SERIES DWGS08 71 00.A1 -THRESHOLD03 30 00.A5 -ISOLATION JOINT, REFS-SERIES DWGS03 30 00.A7 -WATERSTOP, REFS-SERIES DWGSDOOR & FRAME SYSTEM REF. DOOR SCHEDULE03 30 00.A3 -CONC SLAB, REFS-SERIES DWGSFIRST FLOOR0' -0"A-3104CA-3106BSim07 41 13.A2 -METAL ROOF PANEL,STANDING-SEAM07 41 13.G2 -GUTTER07 25 00.A1 -WEATHER BARRIER07 46 46.B9 -PANEL SIDING,FIBER-CEMENT08 16 13.99 -FIBERGLASSREINFORCED PLASTIC DOORS ANDFRAMES07 92 00.B2 -JOINT SEALANT08 51 13.I1 -SHIM AS REQUIRED07 46 46.J1 -SIDING TRIM OF SAMEMATERIAL AS SIDING06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS04 20 00.M5 -INSULATION,MASONRY-CELL06 10 53.B3 -WOOD BLOCKINGPRESERVATIVE-TREATED, 2XCONTINUOUS1' - 4"06 16 00.D13 -WOOD PANELSHEATHING, 3/4"07 46 46.B2 -SOFFIT, FIBER-CEMENT07 31 13.I2 -UNDERLAYMENT, #30ROOFING FELT2"1 1/2"9 1/4"1 3/4"1 3/4"5 1/4"2"1 1/2"1' - 2 1/2"0' - 10 1/2"N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:15:22 PMC:\_RevitLocal\2019-004.FWP_Bldg001_A_2018\2019-004.FWP_Bldg001_A_2018_tearl.rvt2019-004.FWP03.03.2020WALL SECTIONS &DETAILSA-310TECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033A-310_ WALL SECTIONS & DETAILS3/4" = 1'-0"1AWALL SECTION3/4" = 1'-0"4AWALL SECTION3/4" = 1'-0"5AWALL SECTION1 1/2" = 1'-0"1DWALL SECTION DETAIL1 1/2" = 1'-0"2BWALL SECTION DETAIL1 1/2" = 1'-0"2CWALL SECTION DETAIL1 1/2" = 1'-0"5DWALL SECTION DETAIL1 1/2" = 1'-0"6BFOUNDATION -THRESHOLD3/4" = 1'-0"6CWALL SECTION1 1/2" = 1'-0"4CWALL SECTION DETAIL3" = 1'-0"2EBRACKET DETAIL#RevisionDate
FIRST FLOOR0' -0"2A-31110' - 6"10' - 6"2' - 10 1/2"(2) SDWC15450 screws (1 each side) toenailed from each joist down to each beam below2" x 4" CEDAR JOIST1’-4’x 1’-4”x 1’-0”deep concrete pier with (4) #6 vertical dowels and #4 ties: Hold first tie 2”from top of pier, hold next tie 3”o.c. at each post3’-0”x 3’-0”x 1’-6”deep concrete footing with (4) #5 each way top and bottom at each postEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQPAINT ENTIRE WOOD STRUCTURE WHITE.MPB66Z MOMENT POST BASEFIRST FLOOR0' -0"1A-3118' - 0"2' - 10 1/2"3/4"3/4"EQEQEQEQEQEQEQ(1) SDWC15450 screw attaching the small members on top straight down to each joist below(6) #10 x 4”deck screws horizontally attaching each beam to each postPressure preservative treated (PPT) #2 Southern Pine wood for all posts5 1/2" 2" x 6" CEDAR BEAM 6" x 6" POST 0' - 3 1/2"PAINT ENTIRE WOOD STRUCTURE WHITE.2" x 2" CEDAR LATTICEN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:15:34 PMC:\_RevitLocal\2019-004.FWP_Bldg001_A_2018\2019-004.FWP_Bldg001_A_2018_tearl.rvt2019-004.FWPPERGOLA DETAILSA-311TECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033A-311_ PERGOLA DETAILS1" = 1'-0"1PERGOLA N/S SECTION1" = 1'-0"2PERGOLA E/W SECTION3PERGOLA#RevisionDate
9
S-401 WF24 -2' - 8"WF24 -2' - 8"WF24 -2' - 8"WF24 -2' - 8"WF24 -2' - 8"WF24 -2' - 8"
9' - 9 1/4"8' - 3 1/4" 5' - 6 3/4" 8' - 3 1/4"22' - 1 1/4"9' - 9 1/4"
SLOPE SLAB-ON-GRADE
TO FLOOR DRAIN, TYP.
1' - 4"
WF24 -2' - 8"
WF24 -2' - 8"
S
S
S
10
S-401
9
S-401
9
S-401
9
S-401
10
S-401
9
S-401
9
S-401 SIM.9
S-401 SIM.18
S-401
1' - 5"(9) SPA. OF 2x6@ 24" o.c. = 18' - 0"1' - 5"2x6 OUTRIGGERS @ 24" o.c. MAX.
2x6 OUTRIGGERS @ 24" o.c. MAX.
SLOPESLOPEMECHANICAL FAN TO HANG FROM
ROOF JOISTS. REF. 19/S-401 FOR
ATTACHMENT DETAIL.
17
S-401
FACE OF CMU
4' - 3" TO INSIDE
FACE OF CMU
4' - 3" TO INSIDE
17
S-401
18
S-401R(2) 2x12+14' - 9 5/8"(2) 2x12+14' - 9 5/8"(2) 2x12+14' - 9 5/8"2x8 x 11" LONG PPT BEARING PLATE
w/ 5/8" DIA. x 6" LONG SIMPSON
STRONG-TIE TITEN HD ANCHOR SET
IN GROUTED CORES EA. SIDE w/ 2"
EDGE DISTANCE, TYP. (4) LOCATIONS
COORDINATION WITH OTHER TRADES
1.The Contractor shall coordinate and check all dimensions relating to Architectural finishes, mechanical
equipment and openings, elevator shafts and overrides, etc. and notify the Architect/Engineer of any
discrepancies before proceeding with any work in the area under question.
2.The Structural Drawings shall be used in conjunction with the Drawings of all other disciplines and the
Specifications. The Contractor shall verify the requirements of other trades as to sleeves, chases,
hangers, inserts, anchors, holes, and other items to be placed or set in the Structural Work.
3.There shall be no vertical or horizontal sleeves set, or holes cut or drilled in any beam or column unless
it is shown on the Structural Drawings or approved in writing by the Structural Engineer of Record.
4.Mechanical and electrical openings through supported slabs and walls, 8" diameter, or larger not shown on
the Structural Drawings must be approved by the Structural Engineer of Record (SER). Openings less
than 8" in diameter shall have at least 1'-0" clear between openings, unless approved in writing by the SER.
5.Verify locations and dimensions of mechanical and electrical openings through supported slabs and
walls shown on the Structural Drawings with the Mechanical and Electrical Contractors.
6.Do not install conduit in supported slabs, slabs on grade, or concrete walls unless explicitly shown or
noted on the Structural Drawings.
7.Do not suspend any items, such as ductwork, mechanical or electrical fixtures, ceilings, etc. from steel
roof deck or wood roof sheathing.
8.The Mechanical Contractor shall verify that mechanical units supported by the steel framing are
capable of spanning the distance between the supporting members indicated on the Structural
Drawings. The Mechanical Contractor shall supply additional support framing as required.
9.If drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern.
PLAN NOTES
1. REF. THIS SHEET FOR STRUCTURAL NOTES & DESIGN DATA.
2. RER. SHEET S-401 FOR FOUNDATION & FRAMING SECTIONS & DETAILS.
3. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN
THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY
NOT BE INDICATED. COORDINATE EXACT SIZE & LOCATION OF ALL OPENINGS WITH THE
MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS.
4. ALL ELEVATIONS ARE REFERENCED FROM THE FIRST FLOOR FINISH FLOOR ELEVATION 0'-0".
REF. SITE/CIVIL DWGS.
5. REF. ARCH. DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT/ENGINEER
OF ANY DISCREPANCIES.
6. PERIMETER WALL FOOTINGS SHALL BE LOWERED AND SLEEVED TO PASS BELOW
PLUMBING LINES (I.E. SANITARY & STORM SEWERS, WATER LINES, ETC.) SHOWN ON THE
PLUMBING DRAWINGS. PROVIDE FOOTING STEPS AS REQUIRED PER THE TYPICAL DETAILS
ON SHEET S-401.
7. ALL SLAB RECESSES SHALL BE LOCATED PER THE ARCHITECTURAL DRAWINGS.
COORDINATE DEPTHS OF ALL SLAB RECESSES WITH THE ARCHITECTURAL DRAWINGS
AND/OR THE FLOORING SUPPLIER.
8. COORDINATE REINFORCING DOWELS FOR CMU VERTICAL REINFORCING WITH REINF.
NOTED ON PLANS & SECTIONS.
9. GROUT ALL CORES OF CMU BELOW FINISH FLOOR SOLID.
10. WALL FOOTINGS SHALL BEAR ON APPROVED SOIL. UNDERCUT AS REQ'D TO SUITABLE
BEARING MATERIAL AS DETERMINED BY THE GEOTECHNICAL TESTING AGENCY. REF. TYPICAL
FOOTING UNDERCUT DETAIL SHEET S-401.
11. PLAN LEGEND:
F.F.
T/'X'
WFXX -X' - X"
DENOTES FINISH FLOOR
DENOTES TOP OF FTG., BEAM, ETC.
DENOTES WALL FOOTING MARK & TOP OF FOOTING ELEVATION
(SEE FOUNDATION SECTIONS ON SHEET S-401
4" CONC. SLAB-ON-GRADE w/ FIBERFORCE 300 FIBERS @ 1.5
LB/C.Y. (OR EQUAL) OVER 15-MIL CLASS A VAPOR BARRIER
OVER 6" COMPACTED GRANULAR FILL. REF. SPECS.
T/SLAB = 0'-0" (VERIFY w/ ARCH. FINISHES)
5/8" ROOF SHEATHING. REF. STRUCTURAL WOOD
PANEL/SHEATHING NOTES THIS SHEET AND SPECS.
DENOTES EXTERIOR DOOR, REF. SECTION 10/S-401 FOR DETAIL
S
R
(2) 2x12
+14' - 0"
BEAM SIZE
T/BEAM ELEVATION
GENERAL NOTES
1.The Contractor shall be responsible for complying with all safety precautions and regulations during the work.
The Structural Engineer of Record will not advise on, nor issue direction as to safety precautions and programs.
A. Concrete Mix Design(s).
2.The Structural Drawings herein represent the finished structure. The Contractor shall provide all temporary
guying and bracing required to erect and hold the structure in proper alignment until all Structural W ork and
connections have been completed. The investigation, design, safety, adequacy and inspection of erection
bracing, shoring, temporary supports, etc. is the sole responsibility of the Contractor.
3.The Structural Engineer of Record (SER) shall not be responsible for the methods, techniques and sequences
are not specifically shown, similar details of construction shall be used, subject to approval of the SER.
4.Drawings indicate general and typical details of construction. Where conditions are not specifically shown,
similar details of construction shall be used, subject to approval of the Structural Engineer of Record.
5.All structural systems which are to be composed of components to be field erected shall be supervised
by the Supplier during manufacturing, delivery, handling, storage, and erection in accordance with the
Supplier's instructions and requirements.
6.Loading applied to the structure during the process of construction shall not exceed the safe load-
carrying capacity of the structural members. The live loading used in the design of this structure are
indicated in the "Design Criteria Notes." Do not apply any construction loads until structural framing is
properly connected together and until all temporary bracing is in place.
7.All ASTM and other referenced standards and codes are for the latest editions of these publications,
unless otherwise noted.
8.Shop drawings and other items shall be submitted to the Structural Engineer of Record (SER) for
review prior to fabrication. All Shop Drawings shall be reviewed by the Contractor before submittal.
The SER's review is to be fore conformance with the design concept and general compliance with the
relevant Contract Documents. The SER's review does not relieve the Contractor of the sole
responsibility to review, check, and coordinate the Shop Drawings prior to submission. The Contractor
remains solely responsible for errors and omissions associated with the preparation of Shop Drawings
as they pertain to member sizes, details, dimensions, etc.
9.Submit Shop Drawings in the form of blueline/blackline prints (min. 2 sets/ max. 5 sets) and one
reproducible blackline or sepia copy. In no case shall reproductions of the Contract Documents be
used as shop drawings. As a minimum, submit the following items for review.
B. Reinforcing Steel Shop Drawings.
11.When calculations are included in the submittals for components of work designed and certified by a
Specialty Structural Engineer (SSE), the review by the Structural Engineer of Record (SER) shall be for
conformance with the relevant Contract Documents. The SER's review does not relieve the SSE from
responsibility for the design of the system(s) and the coordination with the elements of the structure
under the certification of the SER, or other SSE's. The SER's review does not constitute a warranty of
the accuracy or completeness of the SSE's design.
12.Contractors shall visit the site prior to bid to ascertain conditions which may adversely affect the work
or cost thereof.
13.No structural member may be cut, notched, or otherwise reduced in strength without written direction
from the Structural Engineer of Record.
14.When modifications are proposed to structural elements under the design and certification of a
Specialty Structural Engineer (SSE), written authorization by the SSE must be obtained and submitted
to the Structural Engineer of Record for review, prior to performing the proposed modification.
10.Resubmitted Shop Drawings: Resubmitted shop drawings are reviewed only for responses to
comments made in the previous submittal.
DESIGN CRITERIA
1. DESIGN STANDARDS: The intended design standards and/or criteria are as follows:
General The 2014 Indiana Building Code (2012 International
Building Code (IBC) with Indiana Amendments)
Concrete ACI 318
Masonry ACI 530
Wood Framing NDS
All referenced standards and codes, as well as ASTM numbers, are for the editions of these publications
referenced in the Building Code listed above, unless otherwise noted.
2. DEAD LOADS: Gravity Dead Loads used in the design of the structure are as computed for the
materials of construction incorporated into the building, including but not limited to walls, floors, ceilings,
stairways, fixed partitions, finishes, cladding and other similar architectural and structural items, as well
as mechanical, electrical and plumbing equipment and fixtures, and material handling and fixed service
equipment, including the weight of cranes.
3. LIVE LOAD REDUCTION: Live loads for roof members have not been reduced.
4. COLLATERAL LOAD: Unless otherwise noted, a minimum uniform collateral load of 10 PSF has been
used to account for ductwork, ceilings, sprinklers, lighting, etc. The collateral load is in addition to the
weight of mechanical units, larger piping (greater than 4" diameter) and suspended fixtures or equipment
that have been specifically accounted for in the design.
5. CONCENTRATED LOADS:
All single panel points of the lower chord of exposed roof trusses or any point along the primary structural
members supporting roofs over all other occupancies shall be capable of carrying safely a suspended
concentrated load of not less than 200 LBS in addition to dead load, unless noted.
6. ROOF LIVE/SNOW LOADS: Gravity Live Loads used in the design of the roof structure meet or exceed
the following table:
A. Snow Load
Ground Snow Load, Pg 20 PSF
Sloped Roof Snow Load, Ps 11.8 PSF
Exposure Factor, Ce 1.0
Risk Category (IBS Table 1604.5) II
Snow Importance Factor, Is 1.0
Thermal Factor, Ct 1.1
B. Minimum Roof Live Load 20 PSF
C. Overhang Eaves & Projections 23.6 PSF
1. Sloped roof snow loads calculated in accordance with Section 7.4, ASCE 7.
7. LATERAL LOADS: Lateral loads were computed using the following criteria:
A. Wind Load
Ultimate Design Wind Speed, Vult 115 MPH
Nominal Design Wind Speed, Vasd 89 MPH
Wind Exposure Category C
Risk Category (IBC Table 1604.5) II
Internal Pressure Coefficient, GCpi ± 0.18
B. Seismic Load
Site Classification D
Risk Category (IBC Table 1604.5) II
Seismic Importance Factor, Ie 1.0
Mapped Spectral Response Acceleration, Ss 0.146g
Mapped Spectral Response Acceleration, S1 0.081g
Design Spectral Response Acceleration, Sds 0.156g
Design Spectral Response Acceleration, Sd1 0.130g
Seismic Design Category, SDC B
Response Modification Coefficient, R 2
Seismic Response Coefficient, Cs 0.078
Analysis Procedure Equivalent Lateral Force
Base Seismic Force-Resisting System Ordinary Reinforced Masonry Shear
(ASCE 7-10, Table 12.2-1) Walls (Bearing)
8. SAFETY FACTORS: This structure has been designed with 'Safety Factors' in accordance with accepted
principles of structural engineering. The fundamental nature of the 'Safety Factor' is to compensate for
uncertainties in the design, fabrication, and erection of structural building components. It is intended that '
Safety Factors' be used such that the load-carrying capacity of the structure does not fall below the
design load and that the building will perform under design load without distress. While the use of 'Safety
Factors' implies some excess capacity beyond design load, such excess capacity cannot be adequately
predicted and SHALL NOT BE RELIED UPON.
FOUNDATIONS
1.Proofroll slab on grade areas with a medium-weight roller or other suitable equipment to check for
pockets of soft material hidden beneath a thin crust of better soil. Any unsuitable materials thus
exposed should be removed and replaced with compacted, engineered fill as outlined in the
Specifications. Proofrolling operations shall be monitored by the Geotechnical Testing Agency.
2.All engineered fill beneath slabs and over footings should be compacted to a dry density of at least 93% of
the Modified Proctor maximum dry density (ASTM D-1557). All fill which shall be stressed by foundation
loads shall be approved granular materials compacted to a dry density of at least 95% (ASTM D-1557).
Coordinate all fill and compaction operations with the Specifications and the Subsurface Investigation.
3.Compaction shall be accomplished by placing fill in approximate 8" lifts and mechanically compacting
each lift to at least the specified minimum dry density. For large areas of fill, field density tests shall be
performed for each 3,000 square feet of building area for each lift as necessary to insure adequate
compaction is being achieved.
4.Column footings and wall footings to bear on firm natural soils or well-compacted engineered fill with
allowable bearing pressures of 2,000 PSF and 1,600 PSF for column and wall footings respectively, as
outlined in the Subsurface Investigation Report.
It is essential that the foundations be inspected to insure that all loose, soft, or otherwise undesirable
material (such as organics, existing uncontrolled fill, etc.) is removed and that the foundations will bear
on satisfactory material. The Geotechnical Testing Agency shall inspect the subgrade and perform any
necessary tests to insure that the actual bearing capacities meet or exceed the design capacities. The
Geotechnical Testing Agency shall verify the bearing capacity at each spread column footing and every
10 feet on center for strip footings prior to placement of concrete.
5.Place footings the same day the excavation is performed. If this is not possible, the footings shall be
adequately protected against any detrimental change in condition, such as from disturbance, rain, or
freezing.
6.It is the responsibility of the Contractor and each Sub-Contractor to verify the location of all utilities and
services shown, or not shown; and establish safe working conditions before commencing work.
7. The Contractor shall layout the entire building and field verify all dimensions prior to excavation.
8.For information regarding subsurface conditions, refer to the Subsurface Investigation & Foundation
Recommendation Report prepared by Alt & Witzig Engineering Company, Inc., A&W Project No.
19IN0694, Dated November 8, 2019.
CONCRETE REINFORCING
1. Reinforcement shall have deformed surfaces in accordance with ASTM A305.
2. Reinforcing steel shall conform to ASTM A615, Grade 60, unless noted.
3.Where hooks are indicated, provide standard hooks per ACI and CRSI for all bars unless other hook
dimensions are shown on the plans or details.
4. Reinforcement in footings shall be continuous. Lap bars a minimum of 40 diameters, unless noted otherwise.
5.Reinforcement shall be supported and secured against displacement in accordance with the CRSI
'Manual of Standard Practice'.
6.Details of reinforcing steel fabrication and placement shall conform to ACI 315 'Details and Detailing of
Concrete Reinforcement' and ACI 315R 'Manual of Engineering and Placing Drawings for Reinforced
Concrete Structures', unless otherwise indicated.
7.Field bending of reinforcing steel is prohibited, unless noted on drawings.
8.Minimum concrete cover over reinforcing steel for footings shall be 2" at formed surfaces and bottom
bearing on concrete work mat and 3" at unformed surfaces and bottom in conctact with earth.
CAST IN PLACE CONCRETE
1.Details of fabrication of reinforcement, handling and placing of the concrete, construction of forms and
placement of reinforcement not otherwise covered by the Plans and Specifications, shall comply with
the ACI Code requirements of the latest revised date.
A.Floor Slabs
2.Cold weather concreting shall be in accordance with ACI 306. Cold weather is defined as a period
when for more than 3 successive days the average daily air temperature drops below 40F and stays
below 50F. The Contractor shall maintain a copy of this publication on site.
3.Hot weather concreting shall be in accordance with ACI 305. Hot weather is defined as any
combination of the following conditions that tends to impair the quality of the freshly mixed or hardened
concrete: high ambient temperature, high concrete temperature, low relative humidity, wind speed, or
solar radiation The Contractor shall maintain a copy of this publication on site.
10.
4.A certified Testing Agency shall be retained to perform industry standard testing including
measurement of slump, air temperature, concrete cylinder testing, etc. to ensure conformance with the
Contract Documents. Submit reports to Architect/Engineer.
5.Finishing of Slabs: After screeding, bull floating and floating operations have been completed, apply
final finish as indicated below, and as described in the Division 3 Cast In Place Concrete Specification
of the Project Manual.
B. Ramps, Stairs, & Sidewalks
Hard Trowel Finish
Broom Finish
C. Surfaces to Receive Topping Slab Float Finish
D.Surfaces to receive thick-set mortar
beds or similar cementitious materials
Float Finish
E.Driving Surfaces Rough Swirl Finish
Sample Finishes: See Specifications for sample and mockup requirements, if any.
Floor Tolerances: See the Specifications for specified Ff and Fl tolerances. Ff and Fl testing shall be
performed by the Testing Agency in accordance with ASTM E-1155. Results, including acceptance or
rejection of the work will be provided to the Contractor and the Architect/Engineer within 48 hours after
data collection. Remedies for out-of-tolerance work shall be in accordance with the Specifications.
When approved by the Structural Engineer of Record, measurement of the gaps beneath a 10-foot
straight edge may be used in lieu of Ff and Fl testing. Approval must be obtained in writing prior to the
beginning of concrete operations.
6.Finishing of Formed Surfaces: Finish formed surfaces as indicated below, and as described in the
Division 3 Cast In Place Concrete Specification of the Project Manual.
A.Surfaces not exposed to public view
B.
Rough Form Finish
Surfaces exposed to public view Smooth Form Finish
7.The Contractor shall consult with the Structural Engineer of Record before starting concrete work to
establish a satisfactory placing schedule and to determine the location of construction joints so as to
minimize the effects of shrinkage in the floor system.
8.Sawn or tooled control/contraction joints shall be provided in exterior slabs on grade spaced at a
maximum of 15'-0" apart. Layout joints so that maximum aspect ratio (ratio of long side to short side)
does not exceed 1.5.
11.Refer to the Architectural Drawings for exact locations and dimensions of recessed slabs, ramps, stairs,
thickened slabs, etc. Slope slabs to drains where shown on the Architectural and Plumbing Drawings.
Joints in slabs to receive a finished floor may remain unfilled, unless required by the finish flooring
contractor. All exposed slabs shall be filled with sealant specified in Division 7 or specified elastometric
sealant. Defer filling of joints as long as possible, preferably a minimum of 4 to 6 weeks after the slab has
been cured. Prior to filling, remove all debris from the slab joints, then fill in accordance with the
manufacturer's recommendations.
12.Sidewalks, drives, exterior retaining walls, and other site concrete are not indicated on the Structural
Drawings. Refer to the Site/Civil and Architectural Drawings for locations, dimensions, elevations,
jointing, and finish details.
9.Where vinyl composition tile, vinyl sheets goods, thin-set epoxy terrazzo, or other similar material is the
specified finish floor material, the Contractor shall coordinate the locations of control/contraction and
construction joints with the Finish Flooring Contractor. Submit a dimensioned plan showing joint
locations and proposed sequence of floor pours.
CONCRETE MIX CLASSES
FOOTINGS
COMPRESSIVE STRENGTH 4000 PSI
MAXIMUM WATER/CEMENT RATIO 0.50
AIR CONTENT 0 TO 3 PERCENT
WATER-REDUCING ADMIXTURE REQUIRED
SLUMP 4" TO 6"
INTERIOR CONCRETE SLABS ON GRADE
COMPRESSIVE STRENGTH 4000 PSI
MINIMUM CEMENTITIOUS MATERIAL CONTENT 530 LB/CU YD
AIR CONTENT 0 TO 3 PERCENT
WATER-REDUCING ADMIXTURE REQUIRED
SLUMP 4" TO 6"
EXTERIOR CONCRETE SUBJECT TO FREEZE-THAW
COMPRESSIVE STRENGTH 4000 PSI
MINIMUM CEMENTITIOUS MATERIAL CONTENT 564 LB/CU YD
AIR CONTENT 5 TO 7 PERCENT
WATER-REDUCING ADMIXTURE REQUIRED
SLUMP 4" TO 6"
COARSE AGGREGATE CRUSHED STONE
INCREASE COMPRESSIVE STRENGTH TO 4500 PSI FOR EXTERIOR
REINFORCED CONCRETE SUBJECT TO THE USE OF DE-ICERS.
LEAN CONCRETE FILL
COMPRESSIVE STRENGTH 2000 PSI
MAXIMUM WATER/CEMENT RATIO 0.70
AIR CONTENT 5 TO 8 PERCENT
WATER-REDUCING ADMIXTURE REQUIRED
SLUMP 3" TO 6"
1. SLUMP:
MIXES CONTAINING TYPE A WRDA 5" MAXIMUM
MIXES CONTAINING MID-RANGE WRDA 5 - 6 1/2"
MIXES CONTAINING HIGH-RANGE WRDA 5 - 8"
2.SPECIFIED MINIMUM CEMENTITIOUS MATERIAL CONTENTS ARE BASED ON THE USE OF
WATER REDUCING ADMIXTURES.
3.INCLUDE AN AIR-ENTRAINING ADMIXTURE FOR ALL CONCRETE EXPOSED TO FREEZING
AND THAWING IN SERVICE AND FOR ALL CONCRETE EXPOSED TO COLD WEATHER DURING
CONSTRUCTION, BEFORE ATTAINING ITS SPECIFIED DESIGN COMPRESSIVE STRENGTH.
REF. ACI 306 FOR DEFINITION OF COLD WEATHER.
4.
5.
PROPORTION CONCRETE MIXES TO PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT
CONCRETE TO BE WORKED READILY INTO THE CORNERS AND ANGLES OF THE FORMS
AND AROUND REINFORCEMENT BY THE METHODS OF PLACEMENT AND CONSOLIDATION
TO BE EMPLOYED, WITHOUT SEGREGATION AND EXCESSIVE BLEEDING.
ADJUSTMENTS TO THE APPROVED MIX DESIGNS MAY BE REQUESTED BY THE
CONTRACTOR WHEN JOB CONDITIONS, WEATHER, TEST RESULTS, OR OTHER
CIRCUMSTANCES WARRANT. THESE REVISED MIX DESIGNS SHALL BE SUBMITTED TO THE
ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO USE.
MINIMUM CEMENTITIOUS MATERIAL CONTENT 470 LB/CU YD
REINFORCED MASONRY NOTES
1.All construction of reinforced masonry walls to be in accordance with the Building Code Requirements
for Concrete Masonry Structures (ACI 530) and Commentary.
A) f'm = 2000 PSI
B) Maximum height of masonry lift: 5'-0"
C) Maximum height of grout lift: 5'-0"
D) See Specifications for additional masonry wall information.
2. CONCRETE BLOCK: Minimum compressive test strength on the net cross-sectional area: 2800 PSI.
3. MORTAR: Type S required. Fully bed mortar joints at starter course off footings where cells are not grouted.
4. GROUT: ASTM C476, 2500 PSI with a slump per specifications.
5.REINFORCING: fy = 60000 PSI with a min. lap of 48 bar diameters. See plans and sections for
reinforcing. As a minimum there shall be a #5 vertical bar at the jamb of all openings and ladder-type
horizontal joint reinforcing at 16" o.c. vertically (discontinuous at control joints)
6. TESTING/QUALITY ASSURANCE: Provide Levle B Quality Assurance in accordance with ACI 530.1.
7. Provide CMU lintels above all openings per typical detail on Sheet S-401.
8. Provide bond beams at top of all CMU walls as shown or noted on Sheet S-401.
SPECIALTY STRUCTURAL ENGINEERING (SSE)
1.A Specialty Structural Engineer is defined as a Professional Engineer licensed in the State of Indiana, not
the Structural Engineer of Record, who performs Structural Engineering functions necessary for the
structure to be completed and who has shown experience and/or training in the specific speciality.
2.It is the Specialty Structural Engineer's responsibility to review the Construction Drawings and
Specifications to determine the appropriate scope of engineering.
3.It is the intent of the Drawings and Specifications to provide sufficient information for the Specialty
Structural Engineer (SSE) to perform his design and analysis. If the SSE determines there are details,
features, or unanticipated project limits which conflict with the engineering requirements as described in
the project documents, the SSE shall in a timely manner, contact the Structural Engineer of Record for
resolution of conflicts.
4.The Specialty Structural Engineer (SSE) shall forward documents to the Structural Engineer of Record
for review. Such documents shall bear the stamp of the SSE and include:
6.When modifications are proposed to elements under the design and certification of the Specialty
Structural Engineer (SSE), written authorization by the SSE must be obtained and submitted to the
Engineer of Record for review, prior to performing the proposed modification.
A)Drawings introducing engineering input, such as defining the configuration or structural capacity of
structural components and/or their assembly into structural systems.
B) Calculations.
C)Computer printouts which are an acceptable substitute for manual calculations provided they are
accompanied by sufficient design assumptions and identified input and output information to
permit their proper evaluation. Such information shall bear the stamp of the Specialty Engineer as
an indication that said engineer has accepted responsibility for the results.
5.Contractors are referred to the specific technical specification sections and the structural drawings for
those elements requiring Specialty Structural Engineering. Examples of components requiring
Specialty Structural Engineering include, but are not limited to the following:
For wood connections not specifically noted or detailed, follow the requirements of IBC 2012 Table
2304.9.1 or ESR 1539.
WOOD FRAMING NOTES
1.
All nails are common nails unless noted otherwise. All nails shall be carefully driven and not overdriven.
Submit all proposed fasteners for approval prior to construction. Installation of all fasteners shall meet the
requirements of NDS and ISANTA guidelines, including those in ESR 1539, and Section 2303.6 of the IBC.
2.
4.All exposed framing to be pressure preservative treated wood (PPT) as described in the Specifications.
All PPT wood to be kiln dried after treatment (KDAT). Hardware used with PPT wood to be hot-dip
galvanized or stainless steel.
All hardware to be Simpson Strong Tie or approved equal. Where hardware is not specifically designated,
submit proposed hardware for approval. Where more than one type of fastener or fastener pattern is allowed
by the hardware manufacturer, hardware fasteners are to be of the type, size, and quantity to maximize the
load capacity of the hardware in the specific application shown on these plans, unless noted otherwise.
5.
If not shown otherwise, plates are to be #1 or #2 Spruce-Pine-Fir (SPF).3.
STRUCTURAL WOOD PANEL/SHEATHING NOTES
1.All plywood and Oriented Strand Board (OSB) construction shall be in accordance with the American
Plywood Association (APA) Specifications and DOC PS1 or PS2.
2.All roof panel sheathing for roofs with slopes greater than or equal to 3 in 12 shall be 5/8", APA-rated
sheathing. Suitable edge support shall be provided by use of panel clips or blocking between framing
unless otherwise noted. Fasten roof sheathing with 8d common (0.131" x 2 1/2") nails spaced 6" o.c.
at supported edges and 12" o.c. at intermediate supports.
3.Unless otherwise noted or shown, install plywood sheathing with the strength axis of the panel across
supports and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends and
edges unless otherwise recommended by the sheathing manufacturer.
In all wood-framed roof areas where wood sheathing is applied, attach the sheathing to all wood
framing members regardless of the closeness of their spacing.
4.
5.The requirements shown on the structural drawings for sheathing are the minimum requirements for
the structural needs of the structure. They do not account for all possible quality, aesthetic, and other
considerations. The contractor is expected to be familiar with APA's construction guidelines and other
common construction practices necessary to avoid quality and aesthetic issues. The use of panel edge
gaps to avoid panel buckling is an example.
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Project No.
Project Date
Produced
These Drawings and Specifications, and all copies
thereof are and shall remain the property and copyright
of the Architect. They shall be used only with respect to
this Project and are not to be used on any other Project
or Work without prior written permission from the
Architect.
KEY PLAN
1/29/2020 1:16:35 PMC:\Users\lbarnes\Documents\Revit Local Files\2019-004.FWP_Bldg001_S_2018_Central_SGRXVYIAbDg15rzZ6BQxpfr2cJ66jtd1.rvt2019-004.FWP
01.29.2020
FOUNDATION PLAN,
ROOF FRAMING PLANS &
STRUCTURAL NOTES
SF101
LKB RMD
Carmel/Clay Parks
Flowing Well Park
Improvements
2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_NOT FOR CONSTRUCTION5100 E 116th Street
Carmel , IN 46033
SF101_ FOUNDATION PLAN, ROOF FRAMING PLANS & STRUCTURAL NOTES 1/4" = 1'-0"1 FOUNDATION PLAN
1/4" = 1'-0"2 ROOF FRAMING PLAN
# Revision Date
1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR
REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT W/
COMPACTED, ENGINEERED FILL
2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX.
SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.
1
1
2SEE NOTEABOVE1
2 SEE NOTEABOVE1
SUITABLE BEARING MATERIAL AS
DETERMINED BY TESTING AGENCY
COMPACTED/ENGINEERED FILL
REFERENCE 0220 OF SPECS. &
GEOTECHNICAL INVESTIGATION
BOTTOM/FOOTING ELEVATION
SLOPE OF EXCAVATION TO CONFORM
W/ APPLICABLE REQUIREMENTS OF
OSHA AND/OR STATE & LOCAL CODES
STRUCTURAL COLUMN OR
WALL FOOTING
PROPOSED GRADE
NOTE:
COLUMN OR WALL
FOOTING 1'-6"
REFER TO M.E.P. DRAWINGS & SPECIFICATIONS
FOR INFO. RELATING TO TRENCH EXCAVATION,
BEDDING, AND BACKFILL
FOR ANY EXCAVATION THAT MUST EXTEND
BEYOND THIS LINE, SHORING MUST BE
PROVIDED TO KEEP THE EXCAVATION
FROM UNDERMINING THE FOUNDATIONS.
1V
1.5H
NOTE: ANY SHORING SCHEME REQUIRED
MUST BE SUBMITTED TO THE ENGINEER
FOR REVIEW, PRIOR TO EXCAVATION.
PROTECTED
ZONE
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
FTG. DEPTH PER SECTIONSSEE STEPPED FOOTING
DETAIL
CONTIN. FOOTING REINF.
PER SECTIONS
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL
UNDERGROUND PIPING.
2. STEP FOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL UNLESS
WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER.
3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS OR
OPENINGS GREATER THAN 24" IN WIDTH.
PIPE INVERT
12" HORIZ.
LEG TYPICAL
CONTINUOUS FTG.
REINF. PER SECTIONS
FTG. DEPTH PER SECTIONSMAINTAIN MIN. 6" OF
CONCRETE COVER
ALL AROUND
BARS TO MATCH FTG. REINF.
W/ (4) #4 TRANSVERSE BARS x
FOOTING WIDTH - 6"
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL
UNDERGROUND PIPING.
2. PROVIDE THIS DETAIL WHERE A PENETRATION THROUGH A WALL
FOOTING IS UNAVOIDABLE.
3. NO SLEEVES IN COLUMN FOOTINGS ARE PERMITTED WITHOUT
PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.
1'-0" MIN. 1'-0" MIN.
1'-0" MIN. 1'-0" MIN.
1'-0" MIN.8"8"F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION + SLAB THICKNESS
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
CONCRETE SLAB ON GRADE
PER PLAN
2" MAX.W.W.F. TO BE DEPRESSED OR
LAPPED AT DEPRESSIONS
REFER TO ARCH. PLANS & ROOM FINISH
SCHEDULES FOR LOCATION, & DEPTH OF
RECESSED SLABS.
CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE
FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING
(WHICHEVER IS LESS), WHERE TEMP EQUALS THE AMBIENT
TEMPERATURE IN DEGREES FAHRENHEIT AT THEN TIME OF
FINAL TROWELING. SAWCUTTING SHALL BE SUSPENDED
ONLY IF THE LARGE AGGREGATE IS DISLODGED OR
LOOSENED. ALTERNATE: USE PRE-FORMED JOINT FORMER.
TEMP, F°TIME, HOURS
40°
50°
60°
70°
80°
90°
<16
14
8 1/2
5 1/2
4
3 SLAB "t"PER PLAN1/8" W. X 1/4 SLAB "t" IN
UNEXPOSED AREAS WHERE
JOINTS WILL NOT BE FILLED.
1/4" W. X 1/4 SLAB "t"
WET SAWCUT - SEE TABLE
BELOW
VENEER PER
ARCH. DWGS.
8" CONC. BLOCK WALL w/
#5 @ 48" o.c. VERT. &
HORIZ. JOINT REINF. @ 16"
o.c. GROUT BLOCK CORES
AT BARS ABOVE GRADE.
APPROX. GRADE PER
SITE/CIVIL DWGS.
WF24 CONC. FTG. w/ (3) #5 CONT.
& #4 @ 8' - 0" o.c. MAX. TRANS. -
T/FTG. ELEV. PER PLAN 1' - 0"2' - 0"
SLAB ON GRADE w/ FIBER
REINFORCING PER PLAN
(BOTH SIDES OF CMU
WALL AT SIM.)
½" ISOLATION
MATERIAL
RIGID INSULATION
PER ARCH. DWGS.
DOWELS TO MATCH VERT.
REINF. SIZE & SPACING.
GROUT CONC. BLOCK CORES
SOLID BELOW GRADE.
2' - 0"
EXTERIOR DOOR
PER ARCH. DWGS.
JAMB BEYOND
PER ARCH. DWGS.
EXTERIOR CONC. PER
SITE/CIVIL DWGS.1' - 0"2' - 0"
SLAB ON GRADE w/ FIBER
REINFORCING PER PLAN
½" ISOLATION
MATERIAL
RIGID INSULATION
PER ARCH. DWGS.
DOWELS TO MATCH VERT.
REINF. SIZE & SPACING.
GROUT CONC. BLOCK CORES
SOLID BELOW GRADE.
2' - 0"
WF24 CONC. FTG. w/ (3) #5 CONT.
& #4 @ 8' - 0" o.c. MAX. TRANS. -
T/FTG. ELEV. PER PLAN
-0' - 8"
T/CMU
REINF. IN SAME SIZE &
NO. AS FOOTING. LAP
36 BAR DIA. w/ FTG.
REINF.
SLOPE STEPPED CUT
IF REQUIRED BY SOIL
CONDITIONS
T/F EL. - REF. PLAN
"L"
MIN.
"D""H""D""H""D""D"1. "H" DENOTES HEIGHT OF STEP AS SHOWN ON PLAN.
2. "L" DENOTES LENGTH BETWEEN STEPS. LAYOUT TO
MAINTAIN SLOPE OF 1 VERTICAL TO 2 HORIZONTAL
UNLESS NOTED OTHERWISE.
3. "D" DENOTES FOOTING DEPTH, REFER TO PLANS,
SECTIONS & SCHEDULES.
NOTES:1.01.5 MAX.SECOND POUR FIRST POUR
36 BAR DIA. LAP FORMED KEYWAY 1/3 1/3 1/3FTG. DEPTHPER SECTIONS(2) #5 x 3'-0" LONG
AT JOINT
1'-6"3"
5 5/8" 7 5/8" 9 5/8"11 5/8"
2" CL.
(2) #5 (2) #5 (2) #5
CMU LINTEL NOTES:
1. FILL IS 2,500 PSI (MINIMUM) GROUT.
3. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU
4. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O.
5. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED
6. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL MASONRY HAS
PROPERLY SET (3 DAY MINIMUM).
2. PROVIDE 1" BRG. PER FOOT OF SPAN WITH 8" MIN.
7. PRECAST LINTELS MAY NOT BE SUBSTITUTED FOR BOND BEAM LINTELS WHERE
EXPOSED IN THE FINISHED STRUCTURE.
(1) #5
CORES FILLED SOLID
WITH GROUT
SEE SCHED.
OPEN-CORE CMU BOND BEAM
W/ WEB KNOCKOUTS OR CUT
FROM STANDARD UNITS3 1/2"
NOTE: USE OPEN-CORE BOND BEAMS,
TYPICAL EXCEPT FOR LINTELS &
OTHER CONDITIONS WHERE BOTTOM
OF UNITS WILL BE EXPOSED
VERTICAL REINF. CONTIN.
THRU BOND BEAM
CORES FILLED SOLID
WITH GROUT
SEE SCHED.
CMU BOND BEAM UNITS
2 "
SCHEDULE
REINF.SIZE
6"
8"
10"
12"
(1) #5
(2) #5
(2) #5
(2) #5
NOTE: BOND BEAM TO BE LOCATED
AT +9' - 4" AT WALLS NOT SHOWN IN
SECTIONS OR DETAILS.
CORNER BARS TO MATCH
NO. & SIZE OF CONTIN.
BOND BEAM REINFORCING
CMU BOND BEAM-
THICKNESS VARIES
CONTINUOUS REINFORCING
CONTINUOUS REINFORCING
PROVIDE PRE-FABRICATED "L'S" AND "T'S" AT
CORNERS OF HORIZONTAL JOINT REINF.
CORNER BARS TO MATCH
NO. & SIZE OF CONTIN.
BOND BEAM REINFORCING
CMU BOND BEAM-
THICKNESS VARIES
ELEVATION
PLAN
1'-6"1'-6"
LADDER-TYPE HORIZONTAL
JOINT REINF.
VERTICAL WALL
REINF. PER PLAN &
SECTIONS
CMU SASH UNITS W/
CRUCIFORM CONTROL JOINT
INSERT, SEE SPECS.
BOND BEAM REINFORCING TO BE
CONTINUOUS THRU CONTROL
JOINT (COAT W/ MASTIC FOR
BOND BREAK)
NOTE:
1. BOND BEAM REINFORCEMENT
SHALL NOT BE LAPPED WITHIN
8'-0" OF CONTROL JOINT.
2. HORIZ. JOINT REINFORCEMENT TO BE
DISCONTINUOUS AT CONTROL JOINTS.
TOP OF FOUNDATION OR
PREVIOUS WALL LIFT 48 BAR DIA. LAPMATCHING DOWELS
0"
MORTAR CROSS WEBS AT
REINFORCED CELLS
CONTIN. VERTICAL WALL REINF. PER
PLANS & DETAILS. USE REBAR
POSITIONERS TO MAINTAIN
VERTICAL REINF. IN CORRECT
LOCATION WITHIN THE WALL. REF.
SPECIFICATIONS
FILL ALL REINFORCED CELLS SOLID WITH
GROUT. DELAY APPROX. 5 MINUTES (TO
ALLOW EXCESS WATER TO BE
ABSORBED BY THE CMU UNITS) AND
THEN CONSOLIDATE BY MECHANICALLY
VIBRATING. SEE SPECIFICATIONS FOR
ADDNL. REQUIREMENTS.48 BAR DIA. LAP4'-8" MAX. LIFT HEIGHTAFTER GROUT IN LOWER LIFT IS SET LAYUP, REINFORCE AND GROUT NEXT 4'-8" LIFTEQ.EQ.
CMU WALL PER ARCH.
PLANS & DETAILS
2"NOTE: HORIZ. JOINT
REINFORCING NOT
SHOWN FOR CLARITY
GROUT CORES FULL HEIGHT
RAKE JOINT & CAULK
1/4"x2"x28" LONG STRAP
ANCHORS. SPACE AT 48" O.C.
AT INTERIOR WALLS & 24"
O.C. AT EXTERIOR WALLS
24"2" HOOK
EACH ENDLOAD BEARING OR
SHEAR WALL -
FOOTING-SUPPORTED
LOAD BEARING OR
SHEAR WALL -
FOOTING-SUPPORTED
VENEER PER
ARCH. DWGS.
8" OPEN-CORE BOND
BEAM w/ (2) #5 CONT.
T/BOND BEAM = +9' - 4"
8" CONC. BLOCK WALL w/
#5 @ 48" o.c. VERT. &
HORIZ. JOINT REINF. @ 16"
o.c. GROUT BLOCK CORES
AT BARS ABOVE GRADE.
FASCIA PER
ARCH. DWGS.
2x JOIST PER PLAN
RIPPED 2x8 BLOCKING NAILED
TO SHEATHING & TOE-NAILED
TO BEARING PLATES EVERY
OTHER JOIST SPACE
5/8" ROOF SHEATHING
(2) 2x8 PPT PLATES FASTENED
TOGETHER w/ 0.131" x 3" NAILS @ 6"
o.c. w/ 5/8" DIA. x 8" SIMPSON
STRONG-TIE TITEN HD ANCHOR @ 32"
o.c. SET IN GROUTED BLOCK CORES.
12
12
1' - 2 1/2"
(2) 2x RIDGE BEAM PER PLAN FASTENED
TOGETHER w/ 0.131" x 3" NAILS @ 6" o.c., TOE-
NAILED TO (1) 2x8 x 9" LONG PPT BEARING
PLATE ON CONC. BLOCK w/ 5/8" DIA. x 6"
SIMPSON STRONG-TIE TITEN HD ANCHOR (1½"
FROM END OF WOOD) EA. SIDE OF BEAM SET IN
GROUTED BLOCK CORES, TYP. (4) LOCATIONS.
LRU26Z HANGER,
TYP. EA. JOIST
PPT PLATE & CONC.
BLOCK WALL BEYOND
VENEER PER
ARCH. DWGS.
8" CONC. BLOCK WALL w/
#5 @ 48" o.c. VERT. &
HORIZ. JOINT REINF. @ 16"
o.c. GROUT BLOCK CORES
AT BARS ABOVE GRADE.
FASCIA PER
ARCH. DWGS.
2x OUTRIGGER PER PLAN
PROVIDE 2x BLOCKING
OVER BEARING
5/8" ROOF SHEATHING
CUT SLOPING BLOCK AT TOP OF
WALL & INSTALL 1/4" x 4" CONT.
STEEL PLATE w/ 3/8" x 3" H.A.S. @ 32"
o.c. SET IN GROUTED BLOCK CORES.
8" OPEN-CORE BOND
BEAM w/ (2) #5 CONT.
T/BOND BEAM = +9' - 4"
2x JOIST PER
PLAN, TYP.
8 1/4"1' - 5"
5/8" ROOF SHEATHING2x JOIST PER
PLAN, TYP.
(2) 2x6 CENTERED ON ROD &
CONNECTED TO HSS8x4x1/2 x 6" LONG
w/ 1/2" DIA. THROUGH BOLT. CUT HSS
8" SIDE DOWN TO 7" w/ WASHER AT
EACH FAN ATTACHMENT LOCATION -
COORD. LENGTH w/ MECH. SUPPLIER
DIRECT DRIVE FAN PER MECH.
DWGS. - COORD. ATTACHMENT
TO ANGLE w/ MECH. SUPPLIER 7"1/2"2 3/4"SUSPENDED ROD BY
MECH. CONTRACTOR
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123456
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Project No.
Project Date
Produced
These Drawings and Specifications, and all copies
thereof are and shall remain the property and copyright
of the Architect. They shall be used only with respect to
this Project and are not to be used on any other Project
or Work without prior written permission from the
Architect.
KEY PLAN
1/29/2020 1:16:38 PMC:\Users\lbarnes\Documents\Revit Local Files\2019-004.FWP_Bldg001_S_2018_Central_SGRXVYIAbDg15rzZ6BQxpfr2cJ66jtd1.rvt2019-004.FWP
01.29.2020
FOUNDATION & FRAMING
SECTIONS & DETAILS
S-401
LKB RMD
Carmel/Clay Parks
Flowing Well Park
Improvements
2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_NOT FOR CONSTRUCTION5100 E 116th Street
Carmel , IN 46033
S-401_ FOUNDATION & FRAMING SECTIONS & DETAILS 3/4" = 1'-0"1 OVEREXCAVATION DETAIL - COMPACTED FILL
3/4" = 1'-0"2 EXCAVATION LIMITS DETAILS
1" = 1'-0"3 CMU FOUNDATION WALL SLEEVE
1" = 1'-0"4 WALL FOOTING SLEEVE DETAIL
3/4" = 1'-0"5 RECESSED SLAB DETAIL
1" = 1'-0"6 SLAB CONTROL/CONTRACTION JOINT
3/4" = 1'-0"9 SECTION
3/4" = 1'-0"10 SECTION
1/2" = 1'-0"7 STEPPED FOOTING DETAIL
1" = 1'-0"8 WALL FOOTING CONSTRUCTION JOINT
3/4" = 1'-0"11 TYPICAL CMU LINTEL DETAILS
3/4" = 1'-0"12 CMU BOND BEAM & LINTEL DETAILS
3/4" = 1'-0"13 BOND BEAM INTERSECTION DETAILS
3/4" = 1'-0"14 CMU CONTROL JOINT DETAIL
3/4" = 1'-0"15 LOW -LIFT WALL CONSTRUCTION
3/4" = 1'-0"16
TYP. WALL INTERSECTION BETWEEN
FOOTING-SUPPORTED CMU WALLS
3/4" = 1'-0"17 SECTION
3/4" = 1'-0"18 SECTION
1" = 1'-0"19 FAN SUPPORT DETAIL
# Revision Date
ABBREVIATIONSEDREQUIVALENT DIRECT RADIATIONSAGALVGALVANIZEDSTPHWCFHEATING HOT WATER CHEMICAL FEEDHHWRHWPHEATING HOT WATER RETURNHEATING HOT WATER PUMPSTSSTRUCTHPWSHPWPHSPFHRPHRHEHDHORIZHPHPWRHEAT RECOVERY PUMPHEAT PUMP WATER SUPPLYHEAT PUMP WATER PUMPHOURHEATING SEASONAL PERFORMANCE FACTORHEAT PUMP WATER RETURNHEAT EXCHANGERHORSEPOWER/HEAT PUMPHORIZONTALHEAD (FT.)GRGRVGSHGIVGCGPMGPHGLYCOL RETURNGLYCOL SUPPLYHUMIDITY/HUMIDIFIERGRAVITY RELIEF VENTILATORGENERAL CONTRACTORGALLONS PER MINUTEGALLONS PER HOURGRAVITY INTAKE VENTILATORSTDSTSSSPECSRVSHTSDSGSHRSECTSFSCCSFSATPTSF&TFLOAT & THERMOSTATIC STEAM TRAPFIRE DAMPERFTRGALGAFTFPMFTGFINNED TUBE RADIATIONGALLONGAUGEFEET PER MINUTEFOOTINGFOOT/FEETFLRFCPFDFCUFLOORFLUID COOLER PUMPFAN COIL UNITRVRSRPRPMRMRHGRLRGRHCRHRATRECIRRESRFRRAR(#)ENTERING WATER TEMPERATURE (°F)EVAPORAT(E), (ING), (ED), (OR)EXTERNAL STATIC PRESSURE (IN WG)EXEXPF&B°FEUHEVAPETEWTDEGREES FAHRENHEITFACE AND BY-PASSEXPANSIONEXISTINGEXPANSION TANKELECTRIC UNIT HEATEREMERENCLEOMESPEQUIPEFEFFELEVELECEGEMERGENCYEND OF MAIN DRIPEQUIPMENTENCLOSUREEXHAUST GRILLEELEVATIONELECTRICEFFICIENCYEXHAUST FANPSIGPTPRESSPSIPREFABPPMPNEUPER (%)PHWRPHWSPIPHCPHPCHSPDPEPCHRSUPPLY AIRSTORAGE TANK PUMPSTORAGE TANK SUPPLY STRUCTURE(E), (AL)STORAGE TANKSTAINLESS STEELSTANDARDSAFETY RELIEF VALVESPECIFICATIONSSHEETSTEAM CONDENSATE COOLERSUPPLY AIR TEMPERATURE (°F)SUPPLY DIFFUSERSENSIBLE HEAT RATIOSUPPLY GRILLESQUARE FOOTSECTIONSUPPLY FANPNEUMATIC TUBE STATIONRELATIVE HUMIDITYRADIANT PANEL (CEILING-MOUNTED)REVOLUTIONS PER MINUTEREFRIGERANT SUCTIONREFRIGERANT VENTRELATIVE HUMIDITYREFRIGERANT HOT GASREFRIGERANT LIQUIDREHEAT COILRETURN GRILLEROOMRECIRCULAT(E), (OR), (ING)RETURN AIR TEMPERATURE (°F)RETURN FANTHERMAL RESISTANCEREFRIGERANT (NUMBER)RETURN AIRPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH GAUGEPNEUMATIC TUBEPRESSUREPARTS PER MILLIONPREFABRICATEDPNEUMATICPANEL CHILLED WATER SUPPLYPERIMETER HEATING HOT WATER RETURNPERIMETER HEATING HOT WATER SUPPLYPRESSURE DROP (IN OR WG AS NOTED)PANEL CHILLED WATER RETURNPERCENTPRESSURE INDICATORPREHEAT COILPHASEPNEUMATIC-ELECTRICBFWBOILER FEED WATERMISCCONVCONVECTORENTERING AIR TEMPERATURE (°F)CONDENSER WATER CHEMICAL FEEDCLASSROOM UNIT VENTILATOREAEATECDNDWGELECTRICAL CONTRACTOREXHAUST AIRDRAWINGDOWNCWPCWCFDDBCPCTCVCUVCUHCONDENSER WATER PUMPDRAIN BOXDRAINCONTROL VALVECOOLING TOWERCABINET UNIT HEATERCONDENSATE PUMPPPBDOFOIOFCIOBDOAOATNANONTSNICNCMVMTDCONTRACTOR FURNISHED/OWNER INSTALLEDCHILLED WATER RETURNCHILLED WATER CHEMICAL FEEDBRITISH THERMAL UNIT PER HOURCOCICONNCHWRCFCFMCFOICHCHCFCHPCONNECTIONCAST IRONCLEANOUTCHILLED WATER PUMPCUBIC FEET PER MINUTECHILLERCUBIC FEETCDBTUHCABCAVBHPBFWPBODBOPBLDGCONSTANT AIR VOLUMECONDENSATE DRAINCABINETBOTTOM OF PIPINGBOTTOM OF DUCTBRAKE HORSEPOWERBOILER FEED WATER PUMPBUILDINGMINMECHMDMCCMCMBHMATLWTLPSLFCLFDLPLECLDACCESS DOOR ("M" DWGS). AREA DRAIN ("P" DWGS)AIR COOLED CONDENSING UNITAMPERE (AMP, AMPS)BBDBFCBDDAMPARCHASAVAPDAPPROXBOILER BLOW DOWNBACKDRAFT DAMPERBELOW FINISHED CEILINGAIR PRESSURE DROP (IN WG)ARCHITECT (URAL)APPROXIMAT(E), (LY)AIR SEPARATORAUTOMATIC VENTADJAFFAHUALTERAFMACCUACUADADAAAFADJUSTABLEAIR FLOW MONITORINGABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEAIR CONDITIONING UNITAUTOMATIC AIR VENTAMERICAN DISABILITIES ACTLBSLATLAFLADLABKWKECININDICINSULINTINCININCLIBIDHHWSHZUVUNIT VENTILATORVARIABLE FREQUENCY DRIVEW/OWITHOUTMISCELLANEOUSOWNER FURNISHED/CONTRACTOR INSTALLEDOWNER FURNISHED/OWNER INSTALLEDOUTSIDE AIR TEMPERATURE (°F)PARALLEL BLADE DAMPERPUMPOPPOSED BLADE DAMPEROUTSIDE AIRNOT APPLICABLENORMALLY CLOSEDNORMALLY OPENNOT TO SCALENOT IN CONTRACTMANUAL VENTMOUNTEDZNWTRWPDZONEWATER PRESSURE DROPWATERMIXED AIR TEMPERATURE (°F)THOUSANDS OF BTU PER HOURMOTOR CONTROL CENTERMOTORIZED DAMPERMECHANICALMINIMUMMECHANICAL CONTRACTORMAXIMUMLABORATORY FURNISHINGS CONTRACTORLOW PRESSURE STEAMLEAVING WATER TEMPERATURE (°F)LABORATORY EQUIPMENT CONTRACTORLAMINAR FLOW DIFFUSERLIQUID PETROLEUMLINEAR DIFFUSERWGW/WATER GAUGEWITHVBVERTVFDVIFVCVDVACVARVAVVAVACUUM BREAKERVOLUME DAMPERVERIFY IN FIELDVACUUM CLEANINGVERTICALVOLT AMPEREVARIABLE AIR VOLUMEVACUUMVARIABLETEMPERATURE CONTROL CONTRACTORTEMPERATURE DIFFERENCETOTAL STATIC PRESSURE (IN WG)UNLESS NOTED OTHERWISEHEAT TRANSFER COEFFICIENTLEAVING AIR TEMPERATURE (°F)KITCHEN EQUIPMENT CONTRACTORLAMINAR AIR FLOWLAMINAR AIR DIFFUSERLABORATORYPOUNDKILOWATTHEATING HOT WATER SUPPLYINVERTED BUCKET STEAM TRAPINCH/INCHESINSULAT(E), (ED), (ION)INCLUD(E), (ED)INCINERATORINDICATORINTERIORFREQUENCY (MEGAHERTZ)INSIDE DIAMETERUNOUCUHUTYP.TSTATTSPUNIT HEATERUNDER CUTTHERMOSTATTYPICALTCTEMPTONSTCCTDSVTBSUCTTEMPERATURE CONTROLTONS OF REFRIGERATIONTEMPERATURESTEAM VENTTERMINAL BOXSUCTIONCWRCONDENSER WATER RETURNCWSCONDENSER WATER SUPPLYCOPCOEFFICIENT OF PERFORMANCECHILLED WATER SUPPLYCHWSEERENERGY EFFICIENCY RATIOSEERSEASONAL ENERGY EFFICIENCY RATIOHTRHEATERMAXSTRSTORAGE TANK RETURNVRVVARIABLE REFRIGERANT VOLUMEBRANCH SELECTOR BOXBSBABBREVIATIONSCCOMMONLPCLOW PRESSURE CONDENSATEMPCMEDIUM PRESSURE CONDENSATEMPSMEDIUM PRESSURE STEAMHPSHIGH PRESSURE STEAMHPCHIGH PRESSURE CONDENSATE2M-3013M-501SECTION REFERENCEDETAIL REFERENCEPLAN NOTEDRAWING NOTATIONSNOTE: ALL SYMBOLS AND ABBREVIATIONSMAY NOT BE USED FOR THIS PROJECT11DEMONEWNEW TO EXISTINGDEMO TO THIS POINTEQUIPMENT TAG -(SEE SCHEDULE SHEETS)DIFFUSER, REGISTER, GRILLE TAG -(SEE SCHEDULE SHEETS)SD24-12300XXX-1CFMMARKDUCTWORK SYMBOLSMANUAL VOLUME DAMPERSHOETAP (OR 45° ENTRY) FITTINGBELLMOUTH FITTING45° LATERAL FITTING90° TEE FITTINGSHOETAP WITH SQUARE TO ROUND TRANSITIONDUCT TRANSITIONCONICAL FITTING90° ELBOW WITH TURNING VANESSTANDARD RADIUS ELBOW, CENTER RADIUSINSULATED FLEXIBLE DUCTWORKOFFSET IN DUCTWORK (R = RISE D = DROP)RECTANGULAR DUCTWORKROUND SPIRAL DUCTWORKOVAL DUCTWORKDROP IN DUCTWORK (EXHAUST, RETURN, ETC.)RISE IN DUCTWORK (EXHAUST, RETURN, ETC.)RISE IN DUCTWORK (SUPPLY ONLY)DROP IN DUCTWORK (SUPPLY ONLY)1-1/2 TIMES WIDTH OF DUCT12"x8"ϴ12"Ø12"x8"RDBLADE DAMPER PBD = PARALLEL BLADE DAMPERDUCT-MOUNTED REHEAT COIL (HYDRONIC)NEW TO EXISTINGINTERNALLY INSULATED DUCTWORKFLEXIBLE CONNECTIONACCESS DOORMOTORIZED CONTROL DAMPERBDD = BACKDRAFT DAMPER OBD = OPPOSEDAIR FLOW20°30°MADBDDCOUNTERBALANCED BACKDRAFT DAMPERBDDADMOTORIZED BACKDRAFT DAMPERMBDDFD-(A/B)ADFSDADSDADFD-(A/B) = FIRE DAMPER (TYPE A OR TYPE B) FSD = FIRE/SMOKE DAMPER SD = SMOKE DAMPER DUCTWORK SYSTEMSEXHAUST EXHAUST/RELIEF KITCHEN EXHAUST OUTSIDE RELIEF AIRRETURN SUPPLY AIRTRANSFER EAEA/RKEAOARLRSATACO2EQUIPMENT SYMBOLSSUPPLY DIFFUSER W/TYPE AND CFM(ONE-WAY SIDE TYPE)LINEAR DIFFUSER W/TYPE AND CFM(TWO-WAY SIDE TYPE)SUPPLY DIFFUSER W/TYPE AND CFM(THREE-WAY TYPE)SIDEWALL GRILLE W/TYPE AND CFMRETURN GRILLE W/ TYPE AND CFMSUPPLY DIFFUSER W/TYPE AND CFM (FOUR-WAY TYPE)SUPPLY DIFFUSER W/TYPE AND CFM(TWO-WAY SIDE TYPE)ROOF-MOUNTED EXHAUST FANCEILING-MOUNTED EXHAUST FANCARBON DIOXIDE SENSORAT ROOFAT CEILINGEXHAUST GRILLE W/ TYPE AND CFMHHUMIDITY SENSORTTHERMOSTATF&TGENERAL DUTY VALVES & FITTINGSEXPANSION LOOP (SIZE INDICATEDON DRAWINGS)CONCENTRIC REDUCERECCENTRIC REDUCERPRESSURE REDUCING VALVESTEAM TRAP W/DESIGNATIONGAS COCKPETE'S PLUGPIPE EXPANSION JOINTFLEXIBLE PIPING CONNECTORY-STRAINER W/BLOWDOWNVALVE & CAPPIPE ANCHORSPIPE GUIDESTHERMOMETER WELLAUTOMATIC AIR VENTGAUGE CONNECTION(S) & WELLTHERMOMETER & WELLMANUAL AIR VENTAUTOMATIC BALANCING VALVETWO-WAY CONTROL VALVETHREE-WAY CONTROL VALVEUNIONMANUAL BALANCING VALVEVALVE IN RISERANGLE VALVEPLUG VALVETRIPLE DUTY VALVEPRESSURE REGULATING VALVEBUTTERFLY VALVERELIEF VALVEVALVE - SEE SPECIFICATIONSFOR VALVE TYPEPIPE CONTINUED ON ANOTHERDRAWINGCHECK VALVECAPPED PIPERISE IN PIPINGDROP IN PIPINGGATE VALVEBALL VALVE1. THESE GENERAL NOTES APPLY TO M-SERIES DRAWINGS. ADDITIONAL GENERAL NOTES SPECIFIC TO A PARTICULAR DRAWING ARE NOTED ON THOSE SHEETS.2. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE MECHANICAL SYSTEMS THAT ARE FULLY FUNCTIONAL. PROVIDE ALL ITEMS SPECIFIED AND REQUIRED FOR COMPLETE OPERATIONAL SYSTEMS.3. ON MECHANICAL "M" SERIES DRAWINGS, DARK LINE ITEMS INDICATE NEW WORK. LIGHT LINE ITEMS ARE ITEMS THAT SHALL REMAIN.4. THESE DRAWINGS INDICATE REQUIRED SIZE AND POINTS OF TERMINATION FOR PIPING, DUCTWORK, CONDUIT, ETC. THE EQUIPMENT SHOWN ILLUSTRATES SUGGESTED ROUTING, BUT ALL NECESSARY OFFSETS MAY NOT BE SHOWN. DIVISION 23 SHALL INSTALL HIS WORK IN A MANNER THAT WILL CONFORM WITH THE STRUCTURE. DIVISION 23 SHALL AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND MAINTAIN MAXIMUM CLEARANCE WITHOUT FURTHER INSTRUCTION FROM THE ARCHITECT/ENGINEER OR ADDITIONAL COST TO THE OWNER. 5. ALL DUCTWORK, PIPING, AND VALVES SHALL BE CONCEALED ABOVE CEILING AND WITHIN WALLS IN FINISHED AREAS UNLESS OTHERWISE INDICATED. 6. ALL VALVES, ETC. SHALL BE INSTALLED ALLOWING EASY ACCESS BETWEEN LIGHT FIXTURES AND NO HIGHER THAN 12" TO 24" ABOVE THE CEILING. PROVIDE FITTINGS IN DUCTWORK AND PIPING AS REQUIRED SO THAT NO PIPING REMAINS TIGHT TO ROOF STRUCTURE. PROVIDE ACCESS PANELS AS REQUIRED. AREA ADJACENT TO THE ACCESS PANELS SHALL BE CLEAR OF ANY OBSTRUCTIONS. PROVIDE EXTENDED VALVE HANDLES FOR INSULATED PIPING.7. DIVISION 23 SHALL BE GUIDED BY THE ARCHITECT/ENGINEER'S REFLECTED CEILING PLAN FOR LOCATION OF DIFFUSERS, REGISTERS, GRILLES SHOWN OR COVERED BY THESE PLANS. RETURN GRILLES SHALL NOT ALIGN WITH SUPPLY AIR THROW. 8. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL GRILLES, REGISTERS AND DIFFUSERS IN CEILINGS WITH THE CEILING SYSTEM AND LIGHT FIXTURES. PROVIDE FLEXIBLE DUCT UPSTREAM OF EACH DIFFUSER WHERE SHOWN.9. DUCT AND PIPING PENETRATING FLOOR SLABS AND/OR WALLS SHALL BE SEALED WITH ACOUSTIC SEALANT. IF THE FLOOR OR WALL IS FIRE RATED PROVIDE THE FIRE STOPPING OR FIRE DAMPER TO MAINTAIN THE FIRE RATING.10. ALL RECTANGULAR SHEET METAL DUCT SIZES ARE INSIDE DIMENSIONS. ALL ROUND DUCT SIZES SHOWN ARE INSIDE DIAMETERS. ALLOWANCE FOR ACOUSTICAL LINER WHERE INDICATED ON DRAWINGS MUST BE ADDED TO OBTAIN OUTSIDE SHEET METAL DIMENSION. 11. ALL WALL THERMOSTATS SHALL BE APPROXIMATELY 46" ABOVE FINISHED FLOOR TO CENTER AND LINED UP HORIZONTALLY WITH LIGHT SWITCHES UNLESS OTHERWISE NOTED OR DIRECTED BY THE ARCHITECT/ENGINEER. 12. DIVISION 23 CONTRACTOR SHALL BE RESPONSIBLE FOR HIS RESPECTIVE WORK FOR REPAIRING AND PATCHING TO MATCH EXISTING SURFACES, SIDEWALKS, STREETS, FLOORS, WALLS, ROOFS, CEILING AND PAVEMENT. CONTRACTOR SHALL INCLUDE IN BID PROPOSAL ALL COSTS FOR CUTTING AND PATCHING REQUIRED TO INSTALL NEW OR REMOVE EXISTING WORK, EQUIPMENT, OR SYSTEMS.13. DIVISION 23 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL OF HIS WORK TO BE INSTALLED WITH ANY AND ALL OTHER CONTRACTORS TO BE AFFECTED BY SUCH WORK, PRIOR TO ORDERING ANY OF THE EQUIPMENT. THIS SHALL INCLUDE BUT NOT LIMITED TO ELECTRICAL CHARACTERISTICS, CONNECTIONS REQUIRED, PHYSICAL SIZE, COLOR AND FIT. ALSO REFER TO SPECIFICATIONS. 14. ALL EQUIPMENT SHALL BE OF, AND CONSIST OF, AT LEAST MINIMUM SIZES SELECTED, AND SHALL PERFORM TO OR SURPASS THE MINIMUM REQUIREMENTS, SCHEDULES, NOTED AND SPECIFIED. 15. COORDINATE INSTALLATION OF NEW WORK WITH ALL OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED FOR A COMPLETE AND OPERABLE HVAC SYSTEM. CLEARANCES ABOVE CEILINGS ARE EXTREMELY TIGHT IN CERTAIN AREAS. RELOCATE PIPING, ELECTRIC CONDUIT, STRUCTURAL BRACING, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION OF HVAC WORK. COORDINATE ROUTING OF NEW DUCTWORK ABOVE CEILINGS WITH EXISTING ELECTRIC CABLE TRAY.M.C. TO COORDINATE ALL DUCTWORK ROUTING AND DUCTWORK ELEVATIONS WITH STRUCTURAL STEEL SUPPORTS FOR FOLDING WALLS. REFERENCE STRUCTURAL DRAWINGS FOR SIZE AND LOCATIONS OF STEEL. FIELD VERIFY ALL EXISTING CONDITIONS.16. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL VAV REHEAT BOXES AND DUCTWORK WITH THE CEILING SYSTEM AND LIGHT FIXTURES. FIELD VERIFY EXISTING CEILING SYSTEMS AND LOCATION OF EXISTING LIGHT FIXTURES. ALLOW REQUIRED CLEARANCES FOR SERVICE TO BOX AND CONTROLS.17. CONTRACTOR SHALL RELOCATE EXISTING LIGHT FIXTURE AND CEILING GRID SUPPORT HANGERS AS REQUIRED FOR INSTALLATION OF NEW VAV REHEAT BOXES, DUCTWORK AND PIPING.18. PROVIDE VOLUME DAMPERS IN ALL SUPPLY AIR BRANCH DUCTWORK AS REQUIRED TO BALANCE EACH SYSTEM. ALL VOLUME DAMPERS LOCATED ABOVE DRYWALL CEILINGS SHALL BE CABLE OPERATED WITH REMOTE REGULATOR LIKE YOUNG REGULATOR. FIELD VERIFY EXISTING CEILINGS FOR DRYWALL CEILINGS. COORDINATE LOCATION OF ALL DAMPERS WITH AIR BALANCE CONTRACTOR. IN HARD CEILINGS PROVIDE VOLUME DAMPER BEHIND THE GRILLE, REGISTER, OR DIFFUSER.19. ALL TRANSFER AIR DUCTS TO BE INTERNALLY INSULATED TO DETER NOISE TRANSFER. SIZE SHOWN ON PLANS INDICATES ACTUAL FREE AREA.20. ALL DUCTWORK CONSTRUCTION SHALL BE FABRICATED SHEET METAL & BUILT IN ACCORDANCE WITH "SMACNA" STANDARDS.21. ALL ROUND DUCT TO BE EXTERNALLY INSULATED UNLESS NOTED OTHERWISE. SIZE SHOWN INDICATES ACTUAL DUCT FREE AREA. SEE SPECIFICATION FOR ADDITIONAL INSULATION REQUIREMENTS. 22. ALL ROOF PENETRATIONS TO BE SEALED WATER TIGHT. PACK VOID BETWEEN DUCT PENETRATING ROOF AND STRUCTURE WITH FIBERGLASS INSULATION AND CAULK WATER TIGHT. FOR HIGH TEMPERATURE OR GREASE DUCTS UTILIZE MINERAL WOOL.23. TEMPERATURE CONTROL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING COMPLETE FOR THIS PROJECT. ALL WIRING (AND INTERLOCK WIRING) TO THERMOSTATS, SPACE SENSORS, HUMIDISTATS, CARBON DIOXIDE MONITORS, ETC. ARE TO BE CONCEALED WITHIN THE WALL. 24. REMOVE ALL WORK MADE OBSOLETE BY NEW CONSTRUCTION.25. ALL EXISTING TO REMAIN AND NEW PVC PLUMBING VENT LINES LOCATED ABOVE CEILING IN RETURN PLENUM ARE TO BE EXTERNALLY WRAPPED WITH FLAME AND SMOKE SPREAD RATED INSULATION MATERIAL AS REQUIRED. 26. REFERENCE SECTION DIVISION 01 "SUMMARY" [MULTIPLE CONTRACT SUMMARY] FOR CONSTRUCTION PHASING. 27. CONTRACTOR SHALL THOROUGHLY EXAMINE THE CONTRACT DOCUMENTS, INCLUDING THE WORK OF OTHER CONTRACTORS PRIOR TO SUBMITTING A BID PROPOSAL.28. ALL EXHAUST FANS, RELIEF VENTS, FLUES, AND PLUMBING VENTS TO BE INSTALLED A MINIMUM OF 10 FT. FROM OUTDOOR AIR INTAKES. 29. CONTRACTOR SHALL CLEAN ALL OF HIS WORK INSIDE AND OUT. AIR DISTRIBUTION SYSTEMS SHALL HAVE ALL DIRT AND FOREIGN MATERIAL REMOVED FROM INSIDE AND OUTSIDE OF DUCTS, PLENUMS, HOUSINGS, DEVICES, TERMINALS, ETC. AS INSTALLATION PROGRESSES, PROTECT OPEN ENDS OF DUCTWORK AND INLETS AND OUTLETS OF EQUIPMENT AND DEVICES DURING CONSTRUCTION. CLEAN ALL ACCESSIBLE PARTS OF DUCTWORK AND AIR PASSAGES IN EQUIPMENT BEFORE FILTERS ARE INSTALLED OR REPLACED FOR SYSTEM BALANCING. 30. FURNISH AND INSTALL ACCEPTABLE CONCRETE INSERTS, ANCHORS, CLAMPS, BRACKETS, HANGERS, STRUCTURAL MEMBERS (ANGLES, CHANNELS, ETC.) AND FRAMES, ETC., REQUIRED FOR SUPPORTING ALL RESPECTIVE WORK. SUPPORTING DEVICES, ASSEMBLIES AND ATTATCHMENTS SHALL BE DESIGNED AND ARRANGED TO CARRY THE WEIGHT OF THE SUPPORTED ITEMS INCLUDING HANGER AND CONTENTS WITHOUT TRANSMITTING VIBRATION OR NOISE TO THE BUILDING CONSTRUCTION; DESIGNED, APPROPRIATE AND APPROVED FOR THE PURPOSE USED; HAVE A NEAT AND FINISHED APPEARANCE AND COMPLEMENT THE INSTALLATION; HAVE CORROSION PROTECTION SUITABLE FOR THE ATMOSPHERE WHERE INSTALLED; ADEQUATELY AND SAFELY ATTACHED TO THE BUILDING STRUCTURE OR STRUCTURAL MEMBERS. EXPOSED SUPPORTS SHALL BE PAINTED UNLESS OF NON-FERROUS MATERIAL OR PROVIDED WITH PLATED (RUSTPROOF) FINISH. 31. PROVIDE NEC CLEARANCES AND SERVICE CLEARANCES FOR EQUIPMENT. COORDINATE EQUIPMENT SERVICE ACCESS. CLEARANCES INDICATED ARE BASED UPON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY PIPING, DUCTWORK, ETC., ROUTING PRIOR TO SUBMITTING A BID PROPOSAL AND INCLUDE ANY SUCH COSTS AS REQUIRED TO INSTALL WORK AS SHOWN AND INTENDED.32. TELECOMMUNICATIONS ROOMS (MDF AND IDF):DO NOT ROUTE ANY SYSTEMS THROUGH TELECOMMUNICATIONS ROOMS. FOR SYSTEMS THATSERVE T-COMM ROOMS, DO NOT ROUTE OVER EQUIPMENT OR ELECTRICAL COMPONENTS AND DO NOT HINDER SERVICE ACCESS.33. ELECTRICAL EQUIPMENT ROOMS:DO NOT ROUTE ANY SYSTEMS THROUGH ELECTRIC ROOMS. FOR SYSTEMS THAT SERVE ELECTRIC ROOMS, DO NOT ROUTE OVER EQUIPMENT, PANELS, TRANSFORMERS, VFD’S, OR ELECTRICAL COMPONENTS AND DO NOT HINDER SERVICE ACCESS.34. EXISTING VALVES MADE INACCESSIBLE BY NEW DUCT AND/OR PIPING SHALL BE RELOCATED AS REQUIRED FOR ACCESS.35. DURING REMOVAL OF ITEMS, CAUTION SHALL BE USED TO PREVENT DAMAGE TO ANY EQUIPMENT HAVING SALVAGE VALUE. ALL REUSABLE SALVAGED MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER AND BE RETAINED FOR HIS INSPECTION. ONLY ITEMS SO INSPECTED AND REJECTED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR. ALL OTHER ITEMS SHALL BE TURNED OVER AND DEPOSITED AS DIRECTED BY THE OWNER.36. CONTRACT DOCUMENTS CONSIST OF BOTH PROJECT MANUAL AND DRAWINGS AND BOTH ARE MEANT TO BE COMPLEMENTARY -ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH.37. VERIFY EXACT SIZE AND LOCATION OF ALL EXISTING PIPING AND DUCTWORK PRIOR TO CONSTRUCTION OR BIDDING.38. ALL DUCTWORK LOCATED IN ATTIC TO BE EXTERNALLY WRAPPED WITH MINIMUM OF 3" THICK INSULATION.GENERAL NOTESCHILLED WATER CHILLED WATER CONDENSATE CONDENSER WATER CONDENSER WATER HEAT PUMP HEAT PUMP HEATING HOT WATER HEATING HOT WATER HIGH PRESSURE STEAM HIGH PRESSURE STEAM LOW PRESSURE STEAM LOW PRESSURE STEAM MEDIUM PRESSURE STEAM MEDIUM PRESSURE STEAM REFRIGERANT REFRIGERANT REFRIGERANT SUCTION GAS STEAM CONDENSATE PUMP STEAM CHWCHWCCWCWHPHPHHWHHWHPSHPSLPSLPSSMPSMPSRRRSGCPSVPIPING SYSTEMSN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 12:27:42 PMC:\_RevitLocal\2019-004.FWP_Bldg001_M_2018\2019-004.FWP_Bldg001_M_2018_aeckrich.rvt2019-004.FWP03.03.2020MECHANICAL SYMBOLSAND ABBREVIATIONSM-001AJECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033M-001_ MECHANICAL SYMBOLS AND ABBREVIATIONS#RevisionDate
T23456789EPUH-1EPUH-2EPUH-3UNISEX RESTROOM101CUSTODIAL103UNISEX RESTROOM102EG6/6100EG6/430EG6/6EG6/6EG8/8EG8/88"x8"6"x6"8"x6"10"x8"6"x6"6"x6"8"x8"GRAVITY BACKDRAFT DAMPER8" X 8" INTAKE LOUVER278GRAVITY BACKDRAFT DAMPER8" X 8" INTAKE LOUVER11TSTAT AT +8' AFF3710" X 10" EXHAUST LOUVER ABOVE DOORWAYEF-1VDVD4 5 °45°NOTES:1. PROVIDE ALL ASSOCIATED HARDWARE FOR THE ATTACHMENT OF THE SWAY BRACING TO THE BUILDING STRUCTURE AND TO THE HANGING EQUIPMENT.2. INSTALL SWAY BRACING TO AVOID BENDING ACROSS SHARP EDGES.3. SWAY BRACING SHALL BE INSTALLED WITH ADEQUATE SLACK TO ALLOW VIBRATION ISOLATION TO FUNCTION PROPERLY.PLAN VIEWSWAY BRACING. (TYP.) REFER TO SPECIFICATIONS FOR SIZING REQUIREMENTS.SWAY BRACING. (TYP.) REFER TO SPECIFICATIONS FOR SIZING REQUIREMENTS.SUSPENDED MECHANICAL EQUIPMENTSPRING TYPE VIBRATION ISOLATORS. (TYP.)HANGER RODS AND VIBRATION ISOLATORS. (TYP.)SUSPENDED MECHANICAL EQUIPMENTSIDE VIEWBUILDING STRUCTURESEAL ALL JOINTS IN DUCTWORKAIR AND WATER TIGHT.ECCENTRIC DUCT TRANSITION TO PROVIDE DRAINAGE TOWARD LOUVER. SUPPORT DUCTWORK SO THAT NO WEIGHT IS PUT ON LOUVER.LOUVER AND BIRDSCREEN BY DIV. 8 REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF LOUVER.SILL BY LOUVER MANUFACTURER.CAULK ALL AROUND.EXTERIOR WALL, REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE.SILICONE BEAD ON CONNECTIONS BETWEEN PLENUM AND LOUVER AIR AND WATER TIGHT.DUCTWORK, REFER TO HVAC PLANSFOR EXACT SIZE AND ROUTING.ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR TYPEPROVIDE STEEL ANGLE SUPPORT WELDED OR SECURED TO BUIDING STRUCTURE. SEE STRUCTURAL FOR ATTACHMENT DETAIL. TRANSITION AS REQUIREDRUBBER-IN-SHEAR VIBRATION ISOLATOR BY UNIT MFR. (TYP.)ALL-THREAD HANGER RODS (TYP. OF 4)FLEXIBLE DUCT CONNECTION, REFER TO FLEXIBLE DUCT CONNECTION DETAILRECTANGULAR OR ROUND DUCTWORK. REFER TO HVAC FLOOR PLANS FOR EXACT SIZE AND ROUTING (TYP.)NOTE:REFER TO SUSPENDED EQUIPMENT SUPPORT DETAIL.DIRECT DRIVE FANEXHAUST FAN CONTROL:FANS SHALL BE CONTROLLED AS FOLLOWS:A. RESTROOM EXHAUST FAN(S) SHALL BE INTERLOCKED WITH THE RESTROOM LIGHTS. WIRING SHALL BE PROVIDED BY DIV. 26.B. ENERGIZE EXHAUST FAN WHEN SPACE TEMPERATURE EXCEEDS 80 F (ADJUSTABLE). N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 12:27:51 PMC:\_RevitLocal\2019-004.FWP_Bldg001_M_2018\2019-004.FWP_Bldg001_M_2018_aeckrich.rvt2019-004.FWP03.03.2020FIRST FLOOR HVAC PLANMH1A1AJECarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033MH1A1_ FIRST FLOOR HVAC PLANMECHANICAL HVAC PLAN NOTES#NOTE1MOUNT UNIT HEATER AT +8'-8" AFF. DIRECT AIRFLOW DOWNWARD AT 45 DEGREES IN THE DIRECTIONOF INTAKE AIR LOUVER. SEE DETAIL 3C ON THIS SHEET FOR MOUNTING BRACKET STYLE.2INSTALL GRAVITY BACKDRAFT DAMPER TO ALLOW OUTDOOR AIR WHEN EXHAUST FAN IS TURNED"ON". MOUNT ASSEMBLY AT +8'-10" AFF. COORDINATE WITH ARCHITECTURAL ELEVATIONS.3EXHAUST AIR GRILLE. BALANCE TO CFM SHOWN.4IN-LINE DIRECT DRIVE EXHAUST FAN. SEE EXHAUST FAN SCHEDULE ON THIS SHEET.5MOUNT UNIT HEATER IN MECHANICAL CLOSET AT +8'-0" AFF. DIRECT AIRFLOW DOWNWARD AT 45DEGREES PARALLEL TO DOORWAY. SEE DETAIL 3C ON THIS SHEET FOR MOUNTING BRACKET STYLE.6EXHAUST AIR GRILLE. BALANCE TO CFM SHOWN. PROVIDE INTEGRAL DAMPER.7INTAKE LOUVER BY ARCHITECT. PROVIDE BIRD SCREEN. COORDINATE FINAL COLOR WITHARCHITECT.8PAINT EXPOSED DUCTWORK TO MATCH INTERIOR PAINT. COORDINATE FINAL COLOR WITHARCHITECT.9EXHAUST FAN CONTROLS FOR INTERLOCKING WITH LIGHTING AND ADJUSTABLE THERMOSTAT.1/2" = 1'-0"1FIRST FLOOR HVAC PLANNOT TO SCALE5DSUSPENDED EQUIPMENT SUPPORT DETAILNOT TO SCALE5CLOUVER CONNECTION DETAILNOT TO SCALE4DIN-LINE EXHAUST FAN DETAILNOT TO SCALE4CEPUH MOUNTING BRACKET233713 DIFFUSERS, REGISTERS, AND GRILLESIDENTITY DATAMODULE SIZEMATERIALNOTESMARKDESCRIPTIONMANUFACTURERMODELWLEG6/4LOUVER FACE GRILLE EXHAUSTPRICE5306"4"STEEL1-3EG6/6LOUVER FACE GRILLE EXHAUSTPRICE5306"6"STEELEG8/8LOUVER FACE GRILLE EXHAUSTPRICE5308"8"STEEL1-3EXHAUST FAN SCHEDULEIDENTITY DATAFAN DATAELECTRICAL DATAUNIT CONTROLNOTESMARKMANUFACTURERMODELSERVESWEIGHT(LBS)LOCATIONFAN TYPEDRIVE TYPEEXHAUSTAIRFLOW(CFM)ESP(IN-WG)RPMHPVOLTS(V)PHASEFREQ(HZ)DISCONNECTPROVIDEREF-1LOREN COOK80SQ10DALL SPACES70CHASEDIRECT DRIVECENTRIFUGAL2300.211000.17115160MFRSEE BELOW1-6ELECTRIC PROP UNIT HEATER SCHEDULEIDENTITY DATAHEATING DATAFAN DATAELECTRICAL DATACONTROLNOTESMARKMANUFACTURERMODELWEIGHT(LBS)CAPACITY(KW)STEPSEAT(°F)LAT(°F)AIRFLOW(CFM)FANTYPEDRIVEVOLTS(V)PHASEEPUH-1TASKMASTERHF2B510550 lb5 kW26095700PROPDIRECT2081INTEGRAL TSTAT1-5EPUH-2TASKMASTERHF2B510550 lb5 kW26095700PROPDIRECT2081INTEGRAL TSTAT1-5EPUH-3TASKMASTERHF1B510325 lb3 kW26085400PROPDIRECT2081INTEGRAL TSTAT1-5EXHAUST FAN SCHEDULE NOTES1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE ELECTRIC POWER REQUIREMENTS WITH E.C.3. UNIT SUPPLIED WITH DISCONNECT SWITCH BY MFR.4. UNIT TO OPERATE FROM OCCUPANCY SENSOR. 5. IN-LINE EXHAUST FAN. ELECTRIC PROP UNIT HEATER SCHEDULE NOTES1. INSTALL PER MANUFACTURER’S RECOMMENDATIONS. 2. COORDINATE ELECTRIC POWER REQUIREMENTS WITH E.C. 3. UNIT SUPPLIED WITH DISCONNECT SWITCH BY MFR. 4. UNIT OPERATES FROM UNIT-MOUNTED T-STAT. 5. M.C. TO SUPPLY SUPPORT STEEL AND BRACKETS. DIFFUSERS, REGISTERS, AND GRILLES SCHEDULE NOTES 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE WITH WALL CONSTRUCTION FOR MOUNTING TYPE. 3. STANDARD COLOR TO BE WHITE FINISH. COORDINATE FINAL COLOR WITH ARCHITECT. #RevisionDate
1.ALL CONCRETE WORK WILL COMPLY WITH THE SPECIFICATIONS UNDERDIVISION 3 "CAST IN PLACE CONCRETE".2.REFERENCE SPECIFICATION SECTION 012300 FOR SCHEDULE OF ALTERNATES.3.SEE DRAWING M-001 FOR ADDITIONAL NOTES.4.MECHANICAL CONTRACTOR SHALL PROVIDE CONCRETE PADS FOR ALL FLOORMOUNTED PLUMBING EQUIPMENT.5.THE BUILDING WILL BE A FULLY SPRINKLERED. FIRE PROTECTION CONTRACTORSHALL DESIGN THE COMPLETE SYSTEM ACCORDING TO THE CRITERIAOUTLINED ON THE DRAWINGS, IN THE SPECIFICATIONS, N.F.P.A. 13 AND N.F.P.A.14. THE ENTIRE BUILDING SHALL BE PROTECTED BY A WET PIPE SPRINKLERSYSTEM6.FIRE PROTECTION CONTRACTOR SHALL PREPARE ALL DRAWINGS ANDAPPLICATIONS REQUIRED TO OBTAIN APPROVAL OF THE SYSTEM BY OWNERSINSURANCE UNDERWRITER, STATE AND LOCAL AUTHORITIES HAVINGJURISDICTION. ALL DRAWINGS TO BE SUBMITTED DURING CONSTRUCTION.7.FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS WITH ALLSPRINKLER HEAD LOCATIONS. ALL SPRINKLER HEADS TO BE LAID OUT NEATLYWITHIN THE CEILING SYSTEMS AND BE COORDINATED WITH ALL BULKHEADS,CEILINGS AND STRUCTURE. REFERENCE ARCHITECTURAL DRAWINGS FORCEILING PLANS.8.ALL PIPING, SIZES, ZONES AND SPRINKLER MAINS SHOWN ON DRAWINGS AREFOR BIDDING AND DESIGN INTENT ONLY. FIRE PROTECTION CONTRACTOR ISRESPONSIBLE FOR PROPER COVERAGE AND CAPACITY OF THE SPRINKLERSYSTEM.9.SPRINKLER PIPING SHALL NOT BE ROUTED THRU ANY TECHONOLGY EQUIPMENTROOMS (TR OR ER), USE SIDEWALL SPRINKLER HEADS WITH GUARDS TO SERVETHE ROOM.10.REFER TO SPECIFICATION 231123 FOR NATURAL GAS PIPING SYSTEM.PLUMBING GENERAL NOTESFIRE PROTECTION SYMBOLSATSFFALARM VALVEZONE VALVE (OS&Y)SIDEWALL SPRINKLER HEADCONCEALED PENDANT SPRINKLER HEADUPRIGHT SPRINKLER HEADPENDANT SPRINKLER HEADDRY PENDANT SPRINKLER HEADFIRE DEPT. CONNECTIONPOST INDICATOR VALVEFLOW SWITCHTAMPER SWITCHFIRE WATER MAIN140° HW140° 160° HW160° AVAWAIRCHHWFPFPFPPFPG (10 in-G (2 psig)GWLCLHLALHLVALVEN2PWPWSRROSCSHSTTWVAVW140° DOMESTIC HOT WATER140° DOMESTIC HOT WATER RETURN160° DOMESTIC HOT WATER160° DOMESTIC HOT WATER RETURNACID RESISTANT VENTACID RESISTANT WASTEAIRDOMESTIC COLD WATERDOMESTIC HOT WATERDOMESTIC HOT WATER RETURNFIRE PROTECTION DRYFIRE PROTECTION OTHERFIRE PROTECTION PRE-ACTIONFIRE PROTECTION WETGAS (10" w.c.)GAS (2 psig)GREASE WASTELAB AIRLAB COLD WATERLAB HOT WATERLAB HOT WATER RETURNLAB VACUUMLAB VACUUM EXHAUSTNITROGENPURE WATER RETURNPURE WATER SUPPLYREVERSE OSMOSIS WATERREVERSE OSMOSIS WATER RETURNSOFT COLD WATERSOFT HOT WATERSTORMTEMPERED WATERVACUUMVENTWASTEPIPING SYSTEMSGENERAL DUTY VALVES & FITTINGSACONCENTRIC REDUCERDOMESTIC COLD WATER VALVE BOXECCENTRIC REDUCERPRESSURE REDUCING VALVE(P) = PRESSUREVACUUM BREAKERGAS COCKPETE'S PLUGPIPE EXPANSION JOINTFLEXIBLE PIPING CONNECTORY-STRAINER W/BLOWDOWNVALVE & CAPPIPE ANCHORSPIPE GUIDESTHERMOMETER WELLAUTOMATIC AIR VENTGAUGE CONNECTION(S) & WELLTHERMOMETER & WELLMANUAL AIR VENTAUTOMATIC BALANCING VALVETWO-WAY CONTROL VALVETHREE-WAY CONTROL VALVEUNIONMANUAL BALANCING VALVEANGLE VALVEPLUG VALVEPRESSURE REGULATING VALVEBUTTERFLY VALVEVALVE - SEE SPECIFICATIONSFOR VALVE TYPEPIPE CONTINUED ON ANOTHERDRAWINGCHECK VALVECAPPED PIPERISE IN PIPINGDROP IN PIPINGGALVGALVANIZEDSTPHWRHOT WATER RETURNSTS, STRSTRUCTHWCPHRHOHDHORIZHOURHORIZONTALHEAD (FT.)HUB OUTLETHBGCGPMGTGPHHOSE BIBGENERAL CONTRACTORGALLONS PER MINUTEGALLONS PER HOURGREASE TRAPSTDSTSSKSSDSSSPECSPGSHTSKSHSECTSFSBSCWFLOOR DRAIN FIRE PROTECTION CONTRACTORFIRE DEPARTMENT CONNECTIONGGALGAFPCFOVFPFTFPMFTGGALLONGAUGENATURAL GASFIRE PROTECTIONFUEL OIL VENTFEET PER MINUTEFOOTINGFOOT/FEETFEFHCFHFOSFORFLRFCOFDCFDFIRE EXTINGUISHERFUEL OIL RETURNFUEL OIL SUPPLYFIRE HOSE CABINETFLOORFIRE HOSEFLOOR CLEANOUTRORPMRMRECIRRHRDRCPRPVCEXISTEXP°FETEWCEWDEGREES FAHRENHEITEXPANSIONEXISTINGEXPANSION TANKEMERGENCY EYEWASHELECTRIC WATER COOLEREMERENCLESEQUIPEFFELEVELECEMERGENCYEMERGENCY SHOWEREQUIPMENTENCLOSUREELEVATIONELECTRICEFFICIENCYPSIGPRESSPRVPSIPREFABPPMPOCPIVPLTPERPIPHPDPCSTORAGE TANK PUMPSTORAGE TANK SUPPLY AND RETURNSTRUCTURE(E), (AL)SUB SURFACE (FOOTING) DRAINSTORAGE TANKSTAINLESS STEELSERVICE SINKSTANDARDSPECIFICATIONSSPECIAL GASSHEETSINKSOFT COLD WATER (DOMESTIC)SQUARE FOOTSHOWERSECTIONSITZ BATHRODDING HOLEREVERSE OSMOSIS WATERREVOLUTIONS PER MINUTEROOMRECIRCULAT(E), (OR), (ING)REINFORCED CONCRETE PIPEROOF DRAINTHERMAL RESISTANCEPOLYVINYL CHLORIDEPOST INDICATOR VALVEPOINT OF CONNECTION (NEW TO EXISTING)POUNDS PER SQUARE INCHPRESSURE REDUCING VALVEPOUNDS PER SQUARE INCH GAUGEPRESSUREPARTS PER MILLIONPREFABRICATEDPLASTER TRAPPRESSURE DROP (IN OR WG AS NOTED)PERCENTPRESSURE INDICATORPHASEPLUMBING CONTRACTORMISCECOECDNDSDFDWGDWHEXTERIOR CLEANOUTELECTRICAL CONTRACTORDRINKING FOUNTAINDOMESTIC WATER HEATERDRAWINGDOWNSPOUTDOWNCWDCOLD WATER (DOMESTIC)DRAINPOSDOFOIOFCIOFDOEOAONANONTSNICNCNMTDCONTRACTOR FURNISHED/OWNER INSTALLEDBRITISH THERMAL UNIT PER HOURCOCICONNCO2CFOICARBON DIOXIDECONNECTIONCAST IRONCLEANOUTBTCDBTUHBOPBLDGBATHTUBCONDENSATE DRAINBOTTOM OF PIPINGBUILDINGMINMHMECHMCMBHMSMBMAXLPCMALVLFCLPLECAREA DRAIN AMPERE (AMP, AMPS)AAWBFCAMPARCHAVAPDAPPROXCOMPRESSED AIRBELOW FINISHED CEILINGACID WASTEAIR PRESSURE DROP (IN WG)ARCHITECT (URAL)APPROXIMAT(E), (LY)ACID VENTADJAEAFFALTERADADAADJUSTABLEABOVE FINISHED FLOORANESTHESIA EVACUATIONALTERNATEAMERICAN DISABILITIES ACTLBSLABLALKWINVKECININDICINSULINTINCLIDHZVACUUM PUMP DISCHARGEW/OWITHOUTMISCELLANEOUSOWNER FURNISHED/CONTRACTOR INSTALLEDOWNER FURNISHED/OWNER INSTALLEDOPEN SITE DRAINPUMPORAL EVACUATIONOVERFLOW DRAINOUTSIDE AIROXYGENNOT APPLICABLENORMALLY CLOSEDNORMALLY OPENNOT TO SCALENOT IN CONTRACTNITROGENMOUNTEDZNWTRYDWPDWPZONEWATER PRESSURE DROPYARD DRAINWEATHERPROOFWATERTHOUSANDS OF BTU PER HOURMECHANICALMINIMUMMANHOLEMECHANICAL CONTRACTORMOP SINKMOP BASINMAXIMUMLABORATORY FURNISHINGS CONTRACTORLABORATORY PLUMBING CONTRACTORLABORATORY EQUIPMENT CONTRACTORLABORATORY VACUUMMEDICAL AIRLIQUID PETROLEUMWHWGW.C.WCOWCW/VVVPDVTVTRWATER CLOSETWATER COLUMNWALL CLEANOUTWATER GAUGEWALL HYDRANTVITRIFIED TILEVENT THROUGH ROOFVACUUM VENTWITHVBVERTVIFVCVACVARVAVACUUM BREAKERVERIFY IN FIELDVACUUM CLEANINGVERTICALVOLT AMPEREVACUUMVARIABLETEMPERATURE AND PRESSURETHERMOSTATIC MIXING VALVEUNLESS NOTED OTHERWISEINVERTKITCHEN EQUIPMENT CONTRACTORLABORATORY AIRLABORATORYPOUNDKILOWATTLAVATORYINCH/INCHESINSULAT(E), (ED), (ION)INCLUD(E), (ED)INDICATORINTERIORFREQUENCY (MEGAHERTZ)INSIDE DIAMETERUNOURTYP.TSTPURINALTRAP PRIMERTAMPER SWITCHTYPICALTEMPTMVT&PSUTEMPERATURESHOWER UNITABBREVIATIONSHWHOT WATER (DOMESTIC)TTEMPERED WATERDWSDOMESTIC WATER SOFTNERHOT WATER RECIRCULATING PUMPABBREVIATIONS2M-3013M-501SECTION REFERENCEDETAIL REFERENCEPLAN NOTEDRAWING NOTATIONSNOTE: ALL SYMBOLS AND ABBREVIATIONSMAY NOT BE USED FOR THIS PROJECTDEMONEWNEW TO EXISTINGDEMO TO THIS POINTEQUIPMENT TAG -(SEE SCHEDULE SHEETS)XXX-1XXX-1FIXTURE TAG -(SEE SCHEDULE SHEETS)N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:18:49 PMC:\_RevitLocal\2019-004.FWP_Bldg001_P_2018\2019-004.FWP_Bldg001_P_2018_tearl.rvt2019-004.FWP03.03.2020PLUMBING SYMBOLS ANDABBREVIATIONSP-001IOPCarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033P-001_ PLUMBING SYMBOLS AND ABBREVIATIONS#RevisionDate
WC-1L-1FD-1 (2")FD-1 (2")L-1WC-1FD-1 (2")NFWH-1MB-14" VTRFCODWH-1UNISEX RESTROOM101UNISEX RESTROOM102CUSTODIAL1032" VFD-1 (2")BFP-1EWC-14" W2" W4" W2" W2" W3" W2" V4" W1 1/2" CW4" W2" W4" WFCOSEE 'C' SERIES DRAWINGS FOR PIPE CONTINUATIONSEE 'C' SERIES DRAWINGS FOR PIPE CONTINUATION2" WINV. ELEV. = 741.60'FIN. FLR. ELEV. 744.60'MB-1NFWH-1DWH-1L-1WC-1WC-1L-11 1/4" CW1/2" HW1 1/4" CW1 1/4" CW1 1/4" CW1 1/2" CW3/4" HW1/2" HW3/4" CW1" CWWHA-BWHA-BBFP-14" W2" W3" W2" W4" W2" W2" V4" V4" W2" V4" W2" V2" V2" V1 1/2" V1 1/2" WFCOFD-1 (2")WC-1MB-1FD-1 (2")L-1WC-1L-1FD-1 (2")4" VTR2" VFD-1 (2")2" WN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 1:18:59 PMC:\_RevitLocal\2019-004.FWP_Bldg001_P_2018\2019-004.FWP_Bldg001_P_2018_tearl.rvt2019-004.FWP03.03.2020FIRST FLOOR PLUMBINGPLANPF1A1IOPCarmel/Clay ParksFlowing Well ParkImprovements2019-004.FWP_Carmel/Clay Parks_Flowing Well Park Improvements_5100 E 116th StreetCarmel , IN 46033PF1A1_ FIRST FLOOR PLUMBING PLAN1/4" = 1'-0"2AFIRST FLOOR PLUMBING PLAN1/4" = 1'-0"4AFOUNDATION PLUMBING PLANPLUMBING FIXTURE ROUGH-IN LEGENDMARKFIXTURE CONNECTIONCWHWWVEWC-1FD-1 (2")2"L-11/2"1/2"1 1/2"1 1/2"NFWH-13/4"0"MB-13/4"3/4"3"2"WC-11"4"2"WATER HAMMER ARRESTORSMARKMANUFACTURERMODELDESCRIPTIONF.U. RATINGNOTESWHA-BZURN#Z1700-400WATER HAMMER ARRESTOR12-32P.D.I. CERTIFIEDDOMESTIC WATER PIPING SPECIALTIES SCHEDULE (221119)IDENTITY DATAFIXTURE CONNECTIONMOUNTING(FLOOR TO OUTLET)NOTESMARKMANUFACTURERMODELDESCRIPTIONCWHWWVNFWH-1ZURN#Z1320-CNONFREEZE WALL HYDRANT WITH RECESSED BOX3/4"0"18" A.F.F.PLUMBING EQUIPMENT SCHEDULEIDENTITY DATAELECTRICAL DATANOTESMARKMANUFACTURERMODELDESCRIPTIONCAPACITYVOLTAGE(V)PHASEFLARPMHPEWC-1MURDOCKM-OBR4-GRDBARRIER FREE, WALL MOUNTED DRINKING FOUNTAINDWH-1STIEBEL ELTRON#DHC-E 10ELECTRIC TANKLESS WATER HEATER7.2 KW CAPACITY; 49°F TEMP RISE AT 1 GPM208 V10.00 AMOUNT AT A MINIMUM 4'-0" AFF.SANITARY WASTE PIPING SPECIALTIES SCHEDULE (221319)IDENTITY DATAWCONNECTIONNOTESMARKMANUFACTURERMODELDESCRIPTIONFD-1 (2")J.R. SMITH#2005-A05-PBDUCO CAST IRON BODY WITH FLASHING COLLAR, ADJUSTABLE ROUND STRAINER HEAD, POLISHED BRONZE STRAINER2"PROVIDE AND INSTALL ASURESEAL TRAP SEAL INEACH FLOOR DRAIN.COMMERCIAL WATER CLOSET SCHEDULE (224213.13)FIXTUREFLUSHOMETERTOILET SEATFIXTURE CONNECTIONMOUNTING(FLOOR TO RIM)ADACOMPLIANTNOTESMARKMANUFACTURERMODELDESCRIPTIONMANUFACTURERMODELOPERATIONCWWVWC-1KOHLER#K-4323-0WALL-MOUNTED, TOP SPUD, ACCESSIBLE WATER CLOSETZURN#ZEMS6152AVEXPOSED, HARD WIRED, ELECTRONICALLY OPERATED,WITH ADA COMPLIANT MANUAL OVERRIDE FLUSHHANDLE AND DUAL FILTER BYPASSCLOSED BACK, OPEN FRONT1"4"2"17"YesP6000-HW6 POWERCONVERTERCOMMERCIAL LAVATORY SCHEDULE (224216.13)IDENTITY DATAFAUCETFIXTURE CONNECTIONMOUNTING(FLOOR TO RIM)ADACOMPLIANTNOTESMARKMANUFACTURERMODELDESCRIPTIONMANUFACTURERMODELCWHWWVL-1KOHLER#K20060VITREOUS CHINA, WALL MOUNTED, WITH BACKZURN#Z6913-XL-CP4-MV1/2"1/2"1 1/2"1 1/2"34"YesPROVIDE HW6 POWERCONVERTERCOMMERCIAL SINK SCHEDULE (224216.16)IDENTITY DATAFAUCETFIXTURE CONNECTIONMOUNTINGADACOMPLIANTNOTESMARKMANUFACTURERMODELDESCRIPTIONMANUFACTURERMODELCWHWWVMB-1ZURN#Z1996-24MOLDED HIGH DENSITY COMPOSITE BASINZURN#Z841M1-RC-WHK-5H3/4"3/4"3"2"FLOOR MOUNTEDNOT TO SCALE6ADOMESTIC WATER ISOMETRICNOT TO SCALE6BWASTE AND VENT ISOMETRICMIXING, METERING, AND PRESSURE REDUCING VALVES (221119)IDENTITY DATAMARKMANUFACTURERMODELDESCRIPTIONFLOW RATEPRESSURE DROPBFP-1ZURN WILKINS#975XLS2 - 1 1/2"REDUCED PRESSURE BACKFLOW PREVENTER100 GPM15.00 psi#RevisionDate
ABBREVIATIONSEGEQUIPMENT GROUNDEM/EMERGELECEMTEOELECTRICALLY OPERATEDELECTRICAL METALLIC TUBINGEMERGENCYELECTRIC/ELECTRICALABOVE FINISH FLOORALTERNATING CURRENTCIRCUITDPDLDWGEFCKTCPTCTDISCCPPOWER DISTRIBUTION PANELDRAWINGEXHAUST FANDOUBLE LUGSCONTROL POWER TRANSFORMERCONTROL PANELCURRENT TRANSFORMERDISCONNECTATATSAUXCCBACAAFFAHUAFAMPERES TRIP (BREAKER SETTING)AUXILIARYCONDUITAUTOMATIC TRANSFER SETTINGCIRCUIT BREAKERAMPERESAMPERES FRAME (BREAKER RATING)AIR HANDLING UNITNONORMALLY OPENSWSWITCHTYPICALUONVWSWBDTYPTBUNLESS OTHERWISE NOTEDWIREVOLTSSWITCHBOARDTERMINAL BLOCKRECEPTACLE PANELBOARDRECEPTACLEPOTENTIAL TRANSFORMERRSCSTSFRCLPRECEPT.FBRPRFSUPPLY FANSHUNT TRIPRIGID STEEL CONDUITRETURN FANREMOTE CONTROL LIGHTING PANELFLOOR BOXPPTPH/ØPBNO.N.T.S.OL'SOCPHASEPUSH BUTTONPOLEOVERLOADSON CENTERNOT TO SCALENUMBERNATIONAL ELECTRICAL CODELIGHTNING ARRESTORKILOWATTSNCNEC NICNFMHMINMECHMISCMTDMTGNOT IN CONTRACTNON-FUSEDNORMALLY CLOSEDMOUNTINGMECHANICALMOUNTEDMISCELLANEOUSMINIMUMMANHOLELPLAMAXMCCKVKVAKWHKWKVARLIGHTING PANELBOARDMOTOR CONTROL CENTERMAXIMUMKILOWATT-HOURSKILOVOLTS-AMPERESKILOVOLTS-AMPERES-REACTIVEKILOVOLTSGROUNDHAND-OFF-AUTOMATICHORSEPOWERJBHOAFTLGGRNDHPJUNCTION BOXGROUNDFEED THRU LUGSFLFLEXFLEXIBLEFLOORFFUSEFAFIRE ALARMFDRFEEDERSCHEDULESCHEDELECTRICAL LEGEND & SYMBOLSPOWER DISTRIBUTION PANELBOARD -480Y/277V, 3Ø, 4W & GRD, U.O.N.EXIT LIGHT -WALL/CEILING MOUNTED -DIRECTIONAL ARROWS AS INDICATED, SHADING INDICATES ILLUMINATED FACE. CONNECT TO UNSWITCHED BRANCH CIRCUIT INDICATEDLIGHTING FIXTURE -TYPE AS INDICATEDPOLE MOUNTED LIGHTING FIXTURE -TYPE AS INDICATEDEMERGENCY BATTERY WALL PACK LIGHTING FIXTURE -TYPE AS INDICATEDSHADING INDICATES EMERGENCY FIXTURE CONNECTED TO BATTERY INVERTER OR GENERATOR. CONNECT TO UNSWITCHED SOURCE IN ADDITION TO SWITCHING INDICATEDTRACK LIGHTING FIXTURELIGHTING FIXTURE -TYPE AS INDICATEDWALL MOUNTED FIXTURE -TYPE AS INDICATEDLIGHTINGSUBSCRIPTS FOR LIGHTING FIXTURES INDICATE THE FOLLOWING, U.O.N.NL -NIGHT LIGHT, PANEL SWITCHED, U.O.N.POWER DISTRIBUTIONPOWER DISTRIBUTION PANELBOARD -208Y/120V, 3Ø, 4W & GRD, U.O.N.BRANCH CIRCUIT PANELBOARD 208Y/120V OR 480Y/277V, 3Ø, 4W & GRD, U.O.N. (FLUSH/SURFACE)TERMINAL CABINET, TYPE AS NOTED ON DRAWINGS (FLUSH/SURFACE)TRANSFORMER -TYPE AND RATING AS INDICATED, NL INDICATES NON-LINEAR TYPESWITCHBOARD W/MAIN CIRCUIT BREAKER SECTION AUTOMATIC TRANSFER SWITCHWORKING CLEARANCE ABOUT ELECTRICAL EQUIPMENTUNDERGROUND CONDUIT/DUCTBANKFEEDER BUSWAYPLUG-IN BUSWAYGROUND CABLE, SIZE AS INDICATEDGROUND BUSCONDUIT TURNED UPCONDUIT TURNED DOWNELECTRIC MANHOLEHOMERUN TO PANEL WITH CIRCUIT NUMBER(S) AS INDICATEDGROUND WIREPHASE WIRENEUTRAL WIREGROUND RODMOTOR -"M" INDICATES HORSEPOWERHEAVY-DUTY DISCONNECT SWITCH, NON-FUSED, NUMBER OF POLES AS REQUIRED FOR APPLICATION, PROVIDE SWITCH AMPACITY AS INDICATED (DS-#)HEAVY-DUTY DISCONNECT SWITCH, FUSED, NUMBER OF POLES AS REQUIRED FOR APPLICATION, PROVIDE SWITCH AMPACITY AS INDICATED (DS-#)COMBINATION MOTOR STARTER (MS-#)VARIABLE FREQUENCY DRIVE (MS-#)MOTOR RATED SWITCH (120V, SINGLE PHASE, HORSEPOWER RATED TOGGLE SWITCH)CAPACITOR -WHERE "P" INDICATES KVAR SIZE.EMERGENCY SHUTOFF PUSHBUTTON 125V. 20A., (WALL/+2" ABOVE BACKSPLASH OR COUNTERTOP TO BOTTOM) SIMPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R)WIRING DEVICESSUBSCRIPTS FOR RECEPTACLES, JUNCTION BOXES AND OTHER DEVICES INDICATE THE FOLLOWING, U.O.N:F -FLUSH IN FLOORGFCI -GROUND FAULT CIRCUIT INTERRUPTERH -HORIZONTALLY MOUNTEDIG -ISOLATED GROUNDL -LOCKING TYPETP -TAMPER RESISTANTS -SURFACE MOUNTEDWP -WEATHERPROOF IN-USEX -MOUNTED IN EXISTING OUTLET BOX125V. 20A., (WALL/+2" ABOVE BACKSLPASH OR COUNTERTOP TO BOTTOM) DUPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R)125V. 20A., (WALL/+2" ABOVE BACKSPLASH OR COUNTERTOP TO BOTTOM) DOUBLE DUPLEX (QUADRAPLEX) RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R)125V. 20A., (CEILING, MOUNTED) DUPLEX RECEPTACLE, 2 POLE, 3 WIRE (NEMA 5-20R)SPECIAL RECEPTACLE -NEMA CONFIGURATION AS INDICATED ON DRAWINGJUNCTION BOX (RECESSED/SURFACE)DIRECT CONNECTION TO EQUIPMENTPULLBOX. PROVIDE PULLBOXES INDICATED AS A MINIMUM. PROVIDE ADDITIONAL PULLBOXES, SIZED PER NEC, AS REQUIREDFLUSH JUNCTION BOX WITH FURNITURE FEED ADAPTING CONNECTOR MOUNTED AT 6" A.F.F.SINGLE POLE SWITCHTHREE-WAY SWITCHTHREE-WAY SWITCH WITH PILOT LIGHTFOUR-WAY SWITCHSINGLE POLE SWITCH W/ PILOT LIGHTKEY OPERATED SINGLE POLE SWITCHKEY OPERATED THREE-WAY SWITCHWALL-MOUNTED, DUAL-TECHNOLOGY OCCUPANCY SENSOR WITH (1) MANUAL OVERRIDE LIGHT SWITCH, MANUAL-ON-OFF/AUTOMATIC-OFF OPERATIONUGFBPBGGBMEMHATSJJGFCIGFCIGFCIMJMSMLOMAIN LUGS ONLYMCBMAIN CIRCUIT BREAKERCPPUSH BUTTON CONTROL STATIONPB3P43PK3KOS1OS2WALL-MOUNTED, DUAL-TECHNOLOGY OCCUPANCY SENSOR WITH (2) MANUAL OVERRIDE LIGHT SWITCHES, MANUAL-ON-OFF/AUTOMATIC-OFF OPERATIONO2O12000SQFT COVERAGE, CEILING-MOUNTED, DUAL-TECHNOLOGY OCCUPANCY SENSOR WITH TWO RELAYS, DISTRIBUTION COVERAGE AS REQUIRED FOR SPACE SIZE1000SQFT COVERAGE, CEILING-MOUNTED, DUAL-TECHNOLOGY OCCUPANCY SENSOR WITH TWO RELAYS, DISTRIBUTION COVERAGE AS REQUIRED FOR SPACE SIZE(NOTES APPLY TO ALL ELECTRICAL DRAWINGS)MCBDDIMMER SWITCHSTBSHUNT TRIP BREAKERPANELBOARD NAMING1 2 A 1BRANCH PANELBOARDSSEQUENCAL PANEL NUMBERFLOOR PLAN UNIT A -UNIT AB -UNIT BVOLTAGE 2 -208Y/120V4 -480Y/277VFLOOR NUMBERB -BASEMENT1 -1ST FLOOR2 -2ND FLOOR1 2 DP A 1DISTRIBUTION PANELBOARDSSEQUENCAL PANEL NUMBERFLOOR PLAN UNIT A -UNIT AB -UNIT B"DISTRIBUTION PANEL"VOLTAGE 2 -208Y/120V4 -480Y/277VFLOOR NUMBERB -BASEMENT1 -1ST FLOOR2 -2ND FLOORETREXISTING TO REMAINN123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 2:26:45 PMC:\_RevitLocal\2019-004.FWP_Bldg001_E_2018\2019-004.FWP_Bldg001_E_2018_egraul.rvt2019-004.FWP03.03.2020SYMBOLS &ABBREVIATIONSE-001JTH EAGCarmel/Clay ParksFlowing Well Park2019-004.FWP_Carmel/Clay Parks_Flowing Well Park_5100 E 116th StreetCarmel , IN 46033E-001_ SYMBOLS & ABBREVIATIONSGENERAL NOTES#NOTESACONNECT ALL LIGHTING FIXTURES WITHIN ROOM TO INDICATED SWITCH AND BRANCHCIRCUIT, U.O.N.BWHERE MULTIPLE SWITCHES, RECEPTACLES, AND OTHER OUTLETS (EXCEPT PHONES)ARE INDICATED, PROVIDE MULTI-GANGEBACK OUTLET BOXES WITH GANG BARRIERSAND A COMMON FACEPLATE FOR SIMILIAR DEVICES.CWHERE EXIT SIGNS ARE INDICATED ABOVE DOOR, MOUNT AS FOLLOWS: IF THEDISTANCE BETWEEN THE TOP OF THE DOOR FRAME AND THE CEILING IS 24 INCHES ORLESS, CENTER THE EXIT SIGN BETWEEN TOP OF DOOR FRAME AND CEILING.OTHERWISE, MOUNT BOTTOM OF EXIT SIGN 6 INCHES ABOVE TOP OF DOOR FRAME.MOUNT OTHER WALL MOUNTED EXIT SIGNS LOCATED WITHIN THE SAME AREA AT THESAME HEIGHT.DWHERE DIFFERENT RECESSED ELECTRICAL DEVICES WITH THE SAME MOUNTINGHEIGHTS ARE INDICATED SIDE-BY-SIDE, MOUNT THE DEVICES SO THAT THERE IS FOURINCHES BETWEEN ADJACENT VERTICAL EDGES.EWHERE ELECTRICAL DEVICES WITH DIFFERENT MOUNTING HEIGHTS ARE LOCATED INTHE SAME AREA ALIGN DEVICES VERTICALLY THROUGH THEIR CENTERLINES.FINSTALL SEPARATE INDEPENDENT NEUTRAL CONDUCTORS FOR ALL 120V AND 277VCIRCUITS. DO NOT SHARE NEUTRALS.GALL EXIT FIXTURES AND FIXTURES INDICATED WITH "NL" SHALL BE UNSWITCHED.HINSTALL NO MORE THAN THREE PHASE CONDUCTORS (PLUS NEUTRALS AND GROUND)PER CONDUIT UNLESS T310-15 NEC IS FOLLOWED.INUMBER OF WIRES INDICATED ON DRAWINGS, IN PANEL SCHEDULES AND CIRCUITSIZING SCHEDULES APPLIES TO CURRENT CARRYING CONDUCTORS INCLUDINGNEUTRALS. IN ADDITION TO THE NUMBER OF WIRES INDICATED, PROVIDE ANEQUIPMENT GROUNDING CONDUCTOR SIZED AS SCHEDULED OR SIZED BY NEC 250.JUNLESS OTHERWISE NOTED, PROVIDE FEEDERS AND BRANCH CIRCUITS WHICH HAVEAN AMPACITY EQUAL TO OR GREATER THAN THE CIRCUIT OVERCURRENT PROTECTIVEDEVICE RATING SERVING THE CIRCUIT. REFER TO CIRCUIT SIZING SCHEDULE FOR SIZESOF FEEDERS AND BRANCH CIRCUITS.KCOORDINATE LOCATION OF CEILING MOUNTED FIRE ALARM DEVICES WITH OTHEREQUIPMENT TO AVOID INTERFERENCE. LOCATE FIRE ALARM DEVICES AS NEAR TOLOCATION INDICATED WHILE AVOIDING INTERFERENCES.LMAKE FINAL CONNECTION BETWEEN DISCONNECT AND EQUIPMENT BEING SERVED BYFEEDER OR BRANCH CURRENT.MDIVISION 26 CONTRACTOR SHALL REFER TO LIFE SAFETY PLAN FOR FIRE-RATINGREQUIREMENTS. DIVISION 26 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGFIRE-RATED DEVICES/SEALS AS SHOWN ON ELECTRICAL DRAWINGS AND AS REQUIREDBASED ON LIFE SAFETY PLAN INFORMATION.NPER NEC ARTICLE 110.26(A) AND 110.26(F) THE DEDICATED ELECTRICAL SPACEINCLUDES THE SPACE DEFINED BY EXTENDING THE FOOTPRINT OF THE ELECTRICALEQUIPMENT (INCLUDING BUT NOT LIMITED TO SWITCHBOARDS, PANELBOARDS,TRANSFORMERS, MOTOR CONTROLLERS) FROM THE FLOOR TO A HEIGHT OF 6’-0”ABOVE THE HEIGHT OF THE EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICH EVERIS LOWER. THE DEDICATED ELECTRICAL SPACE MUST BE CLEAR OF ANY PIPING, DUCTS,LEAK PROTECTION APPARATUS, OR EQUIPMENT FOREIGN TO THE ELECTRICALINSTALLATION. PLUMBING, HEATING, VENTILATION, AND AIR-CONDITIONING PIPING,DUCTS, AND EQUIPMENT MUST BE INSTALLED OUTSIDE THE WIDTH AND DEPTH ZONE.CONTRACTOR SHALL MAKE SURE NO PIPING OR DUCT WORK IS INSTALLED ABOVE THEELECTRICAL EQUIPMENT. COORDINATE THESE REQUIREMENTS WITH ALL OTHERTRADES PRIOR TO INSTALLATION.OCONTRACT DOCUMENTS CONSISTS OF BOTH A PROJECT MANUAL AND DRAWINGS.BOTH ARE MEANT TO BE COMPLEMENTARY - ANYTHING APPEARING ON EITHER MUSTBE EXECUTED THE SAME AS IF SHOWN ON BOTH.#RevisionDate
O1O1LCJJJJJJJJGFCI/WPTRASH CANBIKE RACKTRASH CANTRASH CANMONUMENTSIGNSIGNSIGNSIGNE. 116TH STREETWVGFCI/WPE. 116TH STREETWVJUNISEX RESTROOM101UNISEX RESTROOM102CUSTODIAL103112A1-3L112A1-3L1E12A1-3L112A1-3L1EL2E12A1-32L32L3L3212A1-312A1-312A1-3LC-A112A1CUSTODIAL103UNISEX RESTROOM101UNISEX RESTROOM102112A1-(23,25)12A1-(15,17)12A1-(19,21)MS-A1113312A1-712A1-9212A1-512A1-112A1-1GFCIGFCI12A1-27,29F4012A1-1312A1-13GFCIGFCI4412A1-612A1-6512A1-8GFCI66512A1-10GFCIDWH-1DWH-1EF-1EPUH-3EF-1EPUH-2EPUH-1+48"+48"12A1DS-A1CARD READER ROUGH-IN THROUGH DOORJ-BOXPOWER SUPPLY BY DIV. 8IN METAL ENCLOSUREJ-BOX3/4" CONDUIT IN WALL TO J-BOX (2)3/4" CONDUIT IN WALL TO J-BOXFROM DOOR AND LATCHPOSITION SWITCHES (2)FLUSH MOUNT DOOR POSITION MONITORING SWITCH (2) AND WIRING BY DIV. 8EPT AND WIRING BY DIV. 8ELECTRIFIED PANIC AND WIRING BY DIV. 8LATCH POSITION MONITORING SWITCH AND WIRING BY DIV. 8FINISHED FLOORACCESSIBLE CEILINGCRWIRING TO EAC BY DIV. 28WIRING FROM EAC SYSTEM BY DIV. 28FLEX CONDUIT WITH CIRCUIT TO POWERSUPPLY (TYPICAL EACH PAIR OF DOORS).120V, 20A CIRCUIT IN CONDUITWIRING FROM EPT TO POWER SUPPLY (2) BY DIV. 8WIRING FROM EAC BY DIV. 28WIRING IN DOOR BY DIV. 8NOTES:1. ALL WORK ON THIS DRAWING BY DIVISION 26 UNLESS NOTED OTHERWISE.2. ROUGH-IN, J-BOX AND POWER SUPPLY LOCATIONS ARE DIAGRAMMATIC ONLY.3. VIEW IS FROM INTERIOR OF BUILDING.4. REFER TO DOOR AND HARDWARE SCHEDULE FOR DOOR FRAME MATERIAL AND DOOR HARDWARE.5. EXPOSED CONDUIT NOT PERMITTED. RUN CONCEALED CONDUIT TO FRAME THEN RUN WIRING INSIDE FRAME SYSTEM.6. SEE ROUGH-IN DETAILS FOR ABOVE CEILING CONDUIT TERMINATION REQUIREMENTS.7. DETAIL IS DIAGRAMMATIC. ALL ROUGH-INS MAY NOT BE USED. COORDINATE WITH HARDWARE SCHEDULE FOR EXACT REQUIRED ROUGH-INS.32154467731412A1-2DS-A212A1-3F30F305EX-4ME612A1-472LC-A17F3010' - 0"3' - 6"5' - 0"10' - 0"3' - 9"10' - 0"DS-A312A1-(28,30)F308912A1-24GFCI/WP12A1-24GFCI/WP12A1-26GFCI/WP12A1-26GFCI/WP10101111N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 2:26:59 PMC:\_RevitLocal\2019-004.FWP_Bldg001_E_2018\2019-004.FWP_Bldg001_E_2018_egraul.rvt2019-004.FWP03.03.2020SITE, POWER, ANDLIGHTING PLANSE-101JTH EAGCarmel/Clay ParksFlowing Well Park2019-004.FWP_Carmel/Clay Parks_Flowing Well Park_5100 E 116th StreetCarmel , IN 46033E-101_ SITE, POWER, AND LIGHTING PLANSPOWER PLAN NOTES#NOTES1CONNECT TO MANUFACTURER PROVIDED DISCONNECT SWITCH.2RECEPTACLE FOR ELECTRIC WATER COOLER. COORDINATE LOCATION WITHMANUFACTURER.3CIRCUIT CONNECTION FOR HAND DRYER. REFER TO A-SERIES DRAWINGS FORADDITIONAL INFORMATION.4CIRCUIT CONNECTION FOR ELECTRIC SENSOR OPERATED FAUCETS AND FLUSHVALVES. ONE CIRCUIT SHALL SERVE NO MORE THAN EIGHT (8) OPERATORS.CIRCUIT SHALL BE GFCI PROTECTED. COORDINATE MOUNTING HEIGHT WITHPLUMBING FIXTURE.5DEDICATED RECEPTACLE FOR OWNER PROVIDED EQUIPMENT. COORDINATELOCATION AND MOUNTING HEIGHT WITH OWNER.6PROVIDE 2-GANG RECESSED BACK BOX AT +48" A.F.F. WITH 1" CONDUIT AND PULLSTRING BACK TO CUSTODIAN 103 FOR OWNER PROVIDED CARD READER ANDACCESS CONTROL SYSTEM.GENERAL POWER NOTES#NOTESAREFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.BALL ELECTRICAL EQUIPMENT, DEVICES, AND BACK BOXES SHALL BE MOUNTEDNO LOWER THAN +48" A.F.F. ON THIS BUILDING, UON.LIGHTING PLAN NOTES#NOTES1INSTALL FIXTURE AT + 8'-0" A.F.F. TO BOTTOM OF FIXTURE IN THIS SPACE.2INSTALL FIXTURE AT +7'-9" AFF ON WALL.GENERAL LIGHTING NOTES#NOTESAREFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.1/4" = 1'-0"1CLIGHTING PLAN1/4" = 1'-0"2CPOWER PLANN.T.S.3CTYPICAL DOOR SECURITY SCHEMATICDIAGRAM1" = 20'-0"2ASITE PLAN -DEMOLITION1" = 20'-0"5ASITE PLAN -NEW WORKGENERAL DEMOLITION SITE NOTES#NOTESAREFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.BTHIS DRAWING REPRESENTS INFORMATION OBTAINED FROM ORIGINALCONTRACT DRAWINGS AND FIELD SURVEY. VERIFY BY ON-SITE OBSERVATIONTHE EXTENT OF WORK PRIOR TO SUBMISSION OF BID.CCONTRACT DOCUMENTS CONSIST OF BOTH PROJECT MANUAL AND DRAWINGSAND ARE MEANT TO BE COMPLEMENTARY. ANYTHING APPEARING ON EITHERMUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH.DTHOROUGHLY EXAMINE THE WORK OF OTHER CONTRACTORS AND PROPERLYINSTALL ALL WORK REQUIRED FOR THE PROJECT.ETHE OWNER HOLDS RIGHT OF FIRST REFUSAL FOR ALL DEMOLISHED ELECTRICALEQUIPMENT.FALL ELECTRICAL ITEMS SHOWN WITH LIGHT LINEWORK ARE EXISTING TO REMAIN.GREMOVE ALL ELECTRICAL ITEMS SHOWN WITH BOLD/DASHED LINEWORKCOMPLETE.HCOORDINATE AND DISCONNECT ALL ARCHITECTURAL, MECHANICAL, ANDPLUMBING EQUIPMENT AS NOTED FOR REMOVAL BY OTHERS. REMOVE ALLASSOCIATED ELECTRICAL EQUIPMENT, RACEWAYS, CONDUCTORS, ETC. SERVINGTHE EQUIPMENT.IPROVIDE ALL CUTTING AND PATCHING AS REQUIRED FOR THE REMOVAL OFEXISTING ELECTRICAL EQUIPMENT. REFER TO SPECIFICATIONS.JPROVIDE A BLANK COVERPLATE FOR ALL EXISTING WALL OPENINGS WHEREELECTRICAL EQUIPMENT HAS BEEN REMOVED AND NOT REPLACED. IN AREASRECEIVING NEW WALL TREATMENTS, PATCH THE EXISTING OPENING.KREFER TO DUKE-ENERGY'S "COMMERCIAL AND INDUSTRIAL POLICY GUIDE" FORDETAILS AND REQUIREMENTS. INCLUDING, BUT NOT LIMITED TO, SERVICEREQUIREMENTS FOR UNDERGROUND PRIMARY, PROTECTIVE POLES FORPAD-MOUNTED EQUIPMENT, UTILITY TRANSFORMER CONCRETE PAD DETAIL, ETC.INCLUDE ALL UTILITY FEES REQUIRED IN BID.LCOORDINATE WITH C-SERIES DRAWINGS FOR ALL OTHER UTILITIES.DEMOLITION SITE PLAN NOTES#NOTES1EXISTING WOODEN UTILITY POLE TO BE REMOVED BY IPL.2REMOVE METER BASE, MOUNTING POST, AND ALL RELATED ELECTRICALEQUIPMENT COMPLETE. REMOVE CIRCUIT WIRING BACK TO LAST REMAININGPOLE LIGHT, RECEPTACLES, OR OTHER EQUIPMENT AND DEVICES TO REMAIN.3EXISTING WELL PUMP MOTOR TO REMAIN. DISCONNECT AND REMOVE EXISTINGCIRCUIT WIRING.4UNDERGROUND CONDUIT TO BE ABANDONED. REMOVE CONDUCTORSCOMPLETE.5PROTECT EXISTING UNDERGROUND CIRCUIT TO REMAIN FROM DAMAGE DURINGCONSTRUCTION.6CAREFULLY REMOVE LIGHT POLE AND FIXTURE AND STORE FORREINSTALLATION AT NEW LOCATION. REMOVE CONCRETE BASE COMPLETE.7EXISTING LIGHT POLE AND FIXTURE TO REMAIN.GENERAL SITE NOTES#NOTESAREFER TO SHEET E-001 FOR ADDITIONAL INFORMATION.SITE PLAN NOTES#NOTES1TRANFORMER, CONCRETE PAD, AND UNDERGROUND DIRECTIONAL BOREDPRIMARY FEEDER BY IPL.2PROVIDE NEW METER BASE ON EXTERIOR WALL OF RESTROOM BUILDING.COORDINATE WITH IPL FOR METER.3EXISTING WELL PUMP MOTOR. PROVIDE NEW UNDERGROUND CIRCUIT TO NEWENCLOSED DISCONNECT SWITCH AND RECONNECT TO EXISTING PUMP MOTOR.MOUNT DISCONNECT SWITCH AT TOP OF PUMP VAULT, CLEAR OF VAULT DOORS.4PROVIDE NEW UNDERGROUND FEEDER FROM NEW METER BASE TO NEWPANELBOARD 12A1. COORDINATE TRENCHING FOR FEEDER WITH NEW WALKINGPATH ROUTE WHERE POSSIBLE.5PROTECT EXISTING UNDERGROUND CIRCUIT TO REMAIN FROM DAMAGE DURINGCONSTRUCTION.6REINSTALL EXISTING POLE LIGHT FIXTURE ON NEW +6" A.F.G. FOUNDATION.REFER TO DETAIL 5A/E-601.7EXTEND NEW UNDERGROUND CIRCUIT TO EXISTING FIXTURE TO REMAIN.8PROVIDE ELECTRICAL CIRCUIT AND CONTROLS CONNECTIONS TO GRINDERPUMP SYSTEM FOR A COMPLETE AND OPERABLE SYSTEM. INSTALL CONTROLPANEL WITH WARNING ALARM AND STROBE ON BACK EXTERIOR WALL OFRESTROOM SHELTER, ADJACENT TO CUSTODIAL ROOM DOOR.9PROVIDE NEW UNDERGROUND 1" CONDUIT STUB OUT WITH PULL STRING FROMPANELBOARD 12A1 CAPPED BELOW GRADE FOR FUTURE USE.10PROVIDE NEW UNDERGROUND 2" CONDUIT STUB OUT WITH PULL STRING FROMCUSTODIAL 103 CAPPED BELOW GRADE FOR FUTURE FIBER CONNECTION TOBUILDING.11SURFACE MOUNT RECEPTACLES AND RACEWAYS (RGS) TO COLUMNS INSHELTER.#RevisionDate
F2012123/4"1P,1N,1G2P,1G2P,1N,1G3P,1G3P,1N,1G3P,1NEQUIP/SERV GROUNDFEEDER/BRANCH CIRCUIT LABELCONDUCTOR SIZE PER CONDUITCONDUIT SIZE & QUANTITYFEEDER & BRANCH CIRCUIT SCHEDULE (COPPER)3P,2N,1G3P,3N,1G3P,1N,2GPHASE & NEUTRAL3/4"3/4"3/4"3/4"3/4"F3010103/4"3/4"3/4"3/4"3/4"3/4"F408103/4"3/4"1"1"1"1"F506101"1"1"1-1/4"1-1/4"1"F604101"1"1-1/4"1-1/4"1-1/4"1-1/4"F70481"1-1/4"1-1/4"1-1/4"1-1/2"1-1/4"F80381"1-1/4"1-1/4"1-1/2"1-1/2"1-1/4"F90281"1-1/4"1-1/2"1-1/2"2"1-1/2"F100181-1/4"1-1/2"1-1/2"2"2"2"F110161-1/4"1-1/2"2"2"2-1/2"2"F1251/061-1/4"1-1/2"2"2"2-1/2"2"F1501/061-1/4"1-1/2"2"2"2-1/2"2"F1752/061-1/2"2"2"2-1/2"2-1/2"2"F2003/061-1/2"2"2"2-1/2"3"2-1/2"F2254/042"2"2-1/2"3"2-1/2"F25025042"2-1/2"3"3"3"F30035042"2-1/2"3"3-1/2"3"F35050032-1/2"3"3-1/2"4"3-1/2"F4003/03(2) 1-1/2"(2) 2"(2) 2-1/2"(2) 2-1/2"(2) 2-1/2"F4504/02(2) 2"(2) 2"(2) 2-1/2"(2) 3"(2) 2-1/2"F5002502(2) 2"(2) 2-1/2"(2) 3"(2) 3"(2) 3"F6003501(2) 2-1/2"(2) 3"(2) 3"(2) 3-1/2"(2) 3"F7005001/0(2) 2-1/2"(2) 3"(2) 3-1/2"(2) 4"(2) 3-1/2"F8003501/0(3) 2-1/2"(3) 3"(3) 3"(3) 3-1/2"(3) 3"F9003502/0(3) 2-1/2"(3) 3"(3) 3"(3) 3-1/2"F10005002/0(3) 2-1/2"(3) 3"(3) 3-1/2"(3) 4"F12003503/0(4) 2-1/2"(4) 3"(4) 3"(4) 3-1/2"F16005004/0(5) 3"(5) 3"(5) 3-1/2"(5) 4"F2000500250(6) 3"(6) 3"(6) 3-1/2"(6) 4"F2500500350(7) 4"(7) 3-1/2"(7) 3-1/2"(7) 4"F3000500500(8) 4"(8) 3-1/2"(8) 4"(8) 4"NEW RESTROOM BUILDING12A1208Y/120V200 A200 A -MCBSE-RATED1Ø, 3W6 AWG CU EGNEW PAD MOUNTED TRANSFORMER PROVIDED BY IPL208Y/120V, 1Φ, 3W, 200A METER BASE FURNISHED BY IPL AND INSTALLED BY DIVISION 26 CONTRACTOR. COORDINATE WITH IPL FOR METER AND NEW SERVICE.F200PROVIDE 4" C WITH PULL STRING BETWEEN NEW IPL TRANSFORMER AND METER BASE. CONDUCTORS PROVIDED BY IPL.POWER PACKLIGHTING BRANCHCIRCUITLINENEUTRALTYPICAL CEILING FIXTURENOTES:1. ALL LAMPS AND BALLASTS ARE CONTROLLED BY AUTO ON / AUTO OFF. 2. ALL POWER PACKS AND SLAVE PACKS SHALL BE SUITABLE FOR 120 OR 277 VAC INPUT.LOW VOLTAGE OCCUPANCY SENSORLINE VOLTAGE SWITCH POWER PACKSIG+24VCOMMANUAL ONLOCAL SWBLACKWHITE12" A.F.F. MAXMETALLIC CONDUITUP TO EQUIPMENT PER SPECIFICATIONSFLOOR SLABRGS METALLIC CONDUITTRANSITIONCOUPLINGPVC CONDUITFINISHED GRADEMARKER RIBBONCLEAN EARTHBACKFILL PLACEDPER SPECIFICATIONSCONDUIT(S) AS NOTEDON DRAWING3"2'-6"6" TO 8"NOTE:1.USE BURIAL DEPTH SHOWN UNLESS NOTEDOTHERWISE IN SPECIFICATIONS OR ONDRAWINGS.STEEL OUTLET BOX -SIZE PERN.E.C. AND SUPPORT RIGIDLYFROM STRUCTURECHAIN HANGER TO STRUCTURE6' MAX LENGTH -3/8" FLEXCONDUIT W/ 3-#12 CONDUCTORSCHAIN SUSPENDED FIXTURENOTES:1.SELECT CHAIN LENGTH TO PROVIDE MOUNTING HEIGHT AS REQUIRED ON DRAWINGS2.PROVIDE TWO CHAIN HANGERS FOR EACH FIXTURE. ADJUST TO HANG FIXTURE LEVELCADDY COMBINATION CONDUIT HANGER CLAMP OR EQUALSUPPORT STRUCTUREPHOTOCELLH-O-A SWITCH MOUNTED IN ENCLOSURE COVERHANDOFFAUTOCMLOADLINENOTES:1. PROVIDE TIMECLOCK, H-O-A SWITCH AND CONTACTOR IN A COMMON ENCLOSURE.2. PROVIDE ALL CONTROL WIRING IN CONDUIT.3. REFER TO SPECIFICATION SECTION 260923 FOR ADDITIONAL INFORMATION.4. REFER TO ELECTRICAL SCHEDULES FOR ADDITIONAL CONTACTOR INFORMATION.CONTROL MODULECOILREFER TO LIGHTING CONTACTOR SCHEDULE FOR NUMBER OF POLESCOUNSWITCHED HOTNEUTRALCOIL CIRCUITTC7 DAY DIGITAL TIME CLOCK. WITH BATTERY BACKUP SIMILAR TO TORK DG100 SERIES.NORMAL CIRCUITLIGHT FIXTURECOMMON ENCLOSURELIGHT POLE, IN SAME FINISH AS FIXTURE,CAPABLE OF WITHSTANDING 100 MPHWIINDS WITH 30% ADDITIONAL GUST FACTORHANDHOLE#6 GROUNDING WIRE BOLTED TO POLEBASE COVER PLATEGROUT UNDER BASE PLATE AFTER POLEIS PLUMBPOLE BASE PLATEFINISHED GRADEANCHOR BOLTSEXOTHERMIC CONNECTION#6 BARE COPPER GROUND IN 1/2" PVCCONDUIT: SIZE AS NOTED ON PLANS5/8" X 10' COPPER CLAD STEELGROUND ROD. MINIMUM 2'-0" BELOW GRADEDL6"NOTES:1.VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER'STEMPLATE PRIOR TO BASE CONSTRUCTION2.REFER TO POLE BASE CONCRETE AND REINFORCINGDETAIL 3 FOR ADDITIONAL REQUIREMENTS3.THIS POLE BASE SHALL BE USED WHERE POLE IS INGRASSY AREA PROTECTED BY CURB OR OTHER BARRIERDIMENSIONSPOLEHEIGHTLD0'-0" < POLE HEIGHT ≤12'-0"4'-6"5'-0"6'-0"7'-0"1'-6"2'-0"2'-6"3'-0 "12'-0" < POLE HEIGHT ≤20'-0"20'-0" < POLE HEIGHT ≤30'-0"30'-0" < POLE HEIGHT ≤40'-0"N123456ABCDE123456ABCDEProject No.Project DateProducedThese Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect.KEY PLAN3/2/2020 2:27:13 PMC:\_RevitLocal\2019-004.FWP_Bldg001_E_2018\2019-004.FWP_Bldg001_E_2018_egraul.rvt2019-004.FWP03.03.2020DETAILS ANDSCHEDULESE-601JTH EAGCarmel/Clay ParksFlowing Well Park2019-004.FWP_Carmel/Clay Parks_Flowing Well Park_5100 E 116th StreetCarmel , IN 46033E-601_ DETAILS AND SCHEDULESDISCONNECT SWITCH SCHEDULELABELLOCATIONEQUIPMENT SERVEDVOLTAGEAMPERAGEPOLESFUSEDFUSE SIZENEMAENCLSOLIDNEUTRALNUMBERNAMEDS-A1103CUSTODIALDWH-1240 V60 A2Yes35 A1NoDS-A2EXISTING WELL PUMP MOTOR120 V30 A1No4XYesDS-A3GRINDER PUMP240 V30 A2Yes25 A3RNoMOTOR CONTROLLER/STARTER/VFD SCHEDULELABELLOCATIONEQUIPMENTSERVEDEQUIPMENT DATASTARTERDISCONNECT SWITCHNEMAENCLREMOTECAPACITORREMARKSNUMBERNAMEVOLTAGEPHASEHPFLATYPENEMASIZETYPEFUSE SIZEMS-A1103CUSTODIALEF-1120 V11/64.4 A------FRACTIONAL HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS.FIXTURELIGHTING FIXTURES SCHEDULEDESCRIPTIONVOLTAGESOURCEMOUNTINGLENS/REFLECTORCERTIFICATIONSACCEPTABLEMANUFACTURERSFIXTURETYPELUMENSWATTSCCTEX-4MEEXISTING LED SITE FIXTURE AND POLE TO BE RELOCATED.120/277 VLED11,000 LM86 W4000 KEXISTING 20'POLE, BASE BYDIVISION 26CONTRACTORN/AN/AEXISTING CREE OSQEX-4MEL14' LED VAPORTIGHT FIXTURE. FIBERGLASS HOUSING. U.L. LISTEDWET LOCATION.120/277 VLED4,000 LM38 W3500 KSURFACEIMPACT RESISTANT,GASKETED PRISMATICLENSDLCMETALUX 4VT2COLUMBIA LXEM4LITHONIA FEM4 LEDDAY-BRITE DWL1L1E4' LED VAPORTIGHT FIXTURE. FIBERGLASS HOUSING. U.L. LISTEDWET LOCATION. INTEGRAL BATTERY INVERTER.120/277 VLED4,000 LM38 W3500 KSURFACEIMPACT RESISTANT,GASKETED PRISMATICLENSDLCMETALUX 4VT2COLUMBIA LXEM4LITHONIA FEM4 LEDDAY-BRITE DWL1EL2E4' LED VAPORTIGHT FIXTURE. FIBERGLASS HOUSING. U.L. LISTEDWET LOCATION. INTEGRAL BATTERY INVERTER.120/277 VLED4,000 LM38 W3500 KCHAINSUSPENDEDIMPACT RESISTANT,GASKETED PRISMATICLENSDLCMETALUX 4VT2COLUMBIA LXEM4LITHONIA FEM4 LEDDAY-BRITE DWL2EL3LED WALL LIGHT. DIE-CAST ALUMINUM HOUSING. HINGED DOORFRAME. SILVER FINISH. INTEGRAL PHOTOCELL SENSOROPERATED. U.L. LISTED FOR WET LOCATIONS.120/277 VLED2,700 LM30 W4000 KWALL MOUNTEDTYPE III DISTRIBUTIONDLCMCGRAW-EDISON ISCHUBBEL OUTDOOR LIGHTING RDILITHONIA WSRL3GENERAL LIGHT FIXTURE SCHEDULENOTES#NOTESAFOR ALL INTERIOR LED FIXTURES, PROVIDE 3500 DEGREE K COLORTEMPERATURE. FOR ALL EXTERIOR LED FIXTURES, PROVIDE 4000 DEGREE KCOLOR TEMPERATURE.BREFER TO LIGHT FIXTURE SCHEDULE AND REFLECTED CEILING PLANS FORMOUNTING REQUIREMENTS, CEILING TYPES, AND FINAL LOCATIONS. PROVIDEAPPROPRIATE MOUNTING TRIM REQUIRED FOR CEILING TYPE.CPROVIDE FACTORY INSTALLED DISCONNECTS FOR ALL LINEAR FIXTURES.DPROVIDE SELF-DIAGNOSTICS AND SELF-TESTING FOR ALL LIFE SAFETY FIXTURES(EXIT FIXTURES, WALL PACKS, INVERTERS BALLASTS, ETC.)NOT TO SCALE1CONE-LINE DIAGRAMNOT TO SCALE1BOCCUPANCY SENSOR LIGHTING CONTROL SCHEMATICNOT TO SCALE2APVC TO ABOVE GROUND CONDUIT STUB-UPDETAILNOT TO SCALE1AUNDERGROUND BRANCH CIR. CONDUIT(S)DETAILNOT TO SCALE3BCHAIN SUSPENDED LIGHTING INSTALLATIONNOT TO SCALE3ACONDUIT 2" AND SMALLER SUPPORT DETAILNOT TO SCALE5CEXTERIOR LIGHTING CONTROL SYSTEM SCHEMATICLIGHTING CONTACTOR SCHEDULELABELLOCATIONVOLTAGECOIL CIRCUITAMPERAGECONTROLENCLOSURENUMBER OFCONTACTSCIRCUIT(S) CONTROLLEDNUMBERNAMEPANELCIRCUITLC-A1103CUSTODIAL120 V12A11130 APHOTOCELL / TIMECLOCKNEMA 1412A1-3NOT TO SCALE5APOLE BASE -6"NOTES:PROVIDE NEW PANELBOARD AND CIRCUIT BREAKERS COMPLETE. PANELBOARD AND MAIN CIRCUIT BREAKER SHALL BE U.L. LISTED FOR SERVICE ENTRY.TOTAL CONNECTED AMPS:123 ATOTAL CONNECTED LOAD:28.20 kVATOTAL AMPS:123 A112 ATOTAL LOAD:14.77 kVA13.43 kVA--29--------3.122.06--------30--27103DWH-135 A23.122.06230 APUMPNEW GRINDER PUMP28--25--------1.250.36120 ARECEPTSHELTER2623103EPUH-320 A21.250.36120 ARECEPTSHELTER24--21--------1.850.00120 ASPARE22--19101EPUH-220 A21.850.00120 ASPARE20----17--------1.850.00120 ASPARE18--15102EPUH-120 A21.850.00120 ASPARE16--13101, 102RECEPTS20 A10.360.00120 ASPARE14--11103LC-A120 A10.500.00120 ASPARE12--G9102H. DRYER20 A11.500.18120 ARECEPT10310G7101H. DRYER20 A11.500.18120 ARECEPT1038G5EXTERIOREWC20 A10.500.20120 A101, 102 - FLUSH/FAUCET6G3101, 102, 103, 104, EXTERIORLIGHTING20 A10.580.18120 ARECEPTEXISTING WELL SHELTER41103RECEPTS20 A10.361.18120 APUMPEXISTING WELL PUMP2OCKTNO.CIRCUIT ROOM #CIRCUITTYPETRIPPABPTRIPCIRCUITTYPECIRCUIT ROOM #CKTNO.OSUPPLY FROM:UTILITY TRANSFORMERWIRES:3AIC RATING:10,000MOUNTING:SURFACEPHASES:1MCB RATING:200 ALOCATION:CUSTODIAL 103VOLTS:120/240 VMAINS TYPE:MCBDESIGNATION:12A1MAINS RATING:200 APANELBOARD SCHEDULE#RevisionDate