HomeMy WebLinkAboutElevations 02-08-21VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.ELEVATION GENERAL NOTES1. REFER TO THE ELECTRICAL AND TECHNOLOGY DRAWINGS FOR CAMERA, LOCATIONS, SECURITY DEVICES, RECEPTACLES, LIGHT FIXTURES, ETC. COORDINATE LOCATIONS WITH VENEER COURSING TO PROVIDE CONSISTENT MOUNTING HEIGHTS.2. REFER TO PLUMBING DRAWINGS FOR EXTERIOR WALL HYDRANTS, SECONDARY ROOF DRAIN OUTLETS, ETC. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.3. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR LOUVER LOCATIONS LOCATED IN EXTERIOR WALL AND EXTERIOR SOFFITS. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.LVL A2EL 113'-4"FIRST FLOOREL 100'-0"SECOND FLOOR (BAND)EL 113'-4"6A4.012A4.01EXISTING MASONRY WALL CONSTRUCTION TOREMAINEXISTING MASONRY WALL CONSTRUCTION TOREMAIN3A4.01LOWER LEVEL NEWADDITIONEL 98'-8"3A5.071A5.053A5.04BRICK -TO MATCH EXISTINGCAST STONE WALL PANELSMETAL COPINGALUMINUM STOREFRONT FRAMINGDOUBLE ROWLOCK COURSE -BRICK TO MATCHEXISTING AT BASE OF MASONRY WALLMETAL COMPOSITE MATERIAL WALL PANELSMETAL COMPOSITE MATERIAL WALL PANELSGLAZED ALUMINUM CURTAIN WALLCAST STONE WALL PANELSDOUBLE ROWLOCK COURSE -BRICK TO MATCHEXISTING AT BASE OF MASONRY WALLALUMINUM STOREFRONT FRAMINGGLAZED ALUMINUM CURTAIN WALLMETAL COMPOSITE MATERIAL WALL PANELS2A5.07RECESSED BRICK -TYPE 21A5.082A5.08EJEJEJEJEJEJEJEJSECOND FLOOR (AUD)EL 116'-5 1/4"FIRST FLOOR (LOBBY)EL 100'-0"LVL A2EL 113'-4"FIRST FLOOREL 100'-0"STAGE LEVELEL 98'-9 1/4"THIRD FLOOR (AUD)EL 125'-9 1/4"1A4.01SECOND FLOOR (BAND)EL 113'-4"EXISTING STONE/PRECAST TO REMAINEXISTING BRICK TO REMAINEXISTING BRICK TO REMAINEXISTING STONE/PRECAST TO REMAINEXISTING BRICK TO REMAINEXISTING BRICK TO REMAINEXISTING BRICK TO REMAIN4A4.01LOWER LEVEL NEWADDITIONEL 98'-8"AAAA1A5.07METAL COPINGBRICK -TO MATCH EXISTINGALUMINUM STOREFRONT FRAMINGDOUBLE ROWLOCK COURSE -BRICK TO MATCHEXISTING AT BASE OF MASONRY WALLMETAL COMPOSITE MATERIAL WALL PANELSALUMINUM STOREFRONT FRAMINGBRICK -TO MATCH EXISTINGMETAL COMPOSITE MATERIAL WALL PANELSGLAZED ALUMINUM CURTAIN WALL (WITHSTRUCTURAL BACKUP)EXISTING STONE/PRECAST TO REMAINEXISTING BRICK TO REMAINTYPICAL ROOF COPING ASSEMBLY WITH ALL BLOCKING, ANCHORS, FLASHINGS, AND CONNECTION TO AIR BARRIER SYSTEM AND TERMINATION OF ROOF VAPOR RETARDERTYPICAL WINDOW ASSEMBLY WITH ALL FLASHINGS, SILLS. AND SEALANTSTYPICAL BRICK EXPANSION JOINT WITH SEALANTTYPICAL THROUGH WALL FLASHING INCLUDING ALL COMPONENTSTYPICAL BOND BEAM TYPICAL CAVITY WALL INSULATION AND AIR BARRIER SYSTEMTYPICAL MASONRY EXTERIOR WALL WITH ALL VERTICAL REINFORCING, GROUTED CORES AND ANCHORS.VENEER SIDE 10'-0"INTERIOR SIDE12' -0"TYPICAL CONCRETE FOOTINGTYPICAL ELECTRICAL BOXTYPICAL CMU CONTROL JOINT WITH SEALANTTYPICAL LINTEL WITH FLASHING AND END DAMSTYPICAL REPRESENTATIVE VENEER, WITH ALL TYPES AND TYPICAL REINFORCING AND TIESRELOCATED EXISTING BUILDING LETTERSE1E2P1P2DCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECT2/4/2021 10:53:39 AM\\data1\citrixprofiles$\kshultz\My Documents\2019_ARCH_220114.00_kshultz.rvtPROJECT NUMBER: 220114.00CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032BUILDING ELEVATIONSA3.01PROJECT ISSUE DATE: 02/04/2021TAC SUBMITTALDRAWN BY: TPV317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204NORTHSCALE: 1/8" = 1'-0"1SOUTH ELEVATION P2SCALE: 1/8" = 1'-0"2EAST ELEVATION P23EXTERIOR WALL MOCK-UPCARMEL TAC REVIEWA01/13/2021SOUTH ELEVATION - RELOCATED EXISTING SIGNAGE4WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE
VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.ELEVATION GENERAL NOTES1. REFER TO THE ELECTRICAL AND TECHNOLOGY DRAWINGS FOR CAMERA, LOCATIONS, SECURITY DEVICES, RECEPTACLES, LIGHT FIXTURES, ETC. COORDINATE LOCATIONS WITH VENEER COURSING TO PROVIDE CONSISTENT MOUNTING HEIGHTS.2. REFER TO PLUMBING DRAWINGS FOR EXTERIOR WALL HYDRANTS, SECONDARY ROOF DRAIN OUTLETS, ETC. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.3. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR LOUVER LOCATIONS LOCATED IN EXTERIOR WALL AND EXTERIOR SOFFITS. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.LVL A2EL 113'-4"FIRST FLOOREL 100'-0"SECOND FLOOR (BAND)EL 113'-4"3A5.06EXISTING MASONRY WALL TO REMAINORCHESTRAINSTRUMENTSTORAGEP126OFFICEP12712A5.1013A5.108A5.11METAL COMPOSITE MATERIAL WALL PANELSLVL A2EL 113'-4"FIRST FLOOREL 100'-0"1A4.01SECOND FLOOR (BAND)EL 113'-4"LOWER LEVEL NEWADDITIONEL 98'-8"2A5.05METAL COPINGDOUBLE ROWLOCK COURSE -BRICK TO MATCHEXISTING AT BASE OF MASONRY WALLALUMINUM STOREFRONT FRAMINGEXISTING MASONRY WALL TO REMAIN12A5.1013A5.10CAST STONE WALL PANELSLOWER FIRST FLOOREL 98'-9 1/4"SECOND FLOOR (AUD)EL 116'-5 1/4"FIRST FLOOR (LOBBY)EL 100'-0"LVL D -LOWEREL 97'-9 1/4"STAGE LEVELEL 98'-9 1/4"THIRD FLOOR (AUD)EL 125'-9 1/4"EXISTING BRICK TO REMAIN5A4.01MMNNOORRSSTTUUVVWWXXYYUNIT E1 (FRESH CNTR)EL 97'-9 1/4"2A5.011A5.031A5.02METAL COMPOSITE MATERIAL WALL PANELSMETAL COPING1A5.103A5.10LVL A2EL 113'-4"SECOND FLOOR (BAND)EL 113'-4"LOWER LEVEL NEWADDITIONEL 98'-8"ALUMINUM STOREFRONT FRAMINGLOWER FIRST FLOOREL 98'-9 1/4"LVL 2CDEL 110'-9 1/4"LVL D -LOWEREL 97'-9 1/4"LOWER LEVEL (E2)EL 83'-0"LLPPQQUNIT E1 (FRESH CNTR)EL 97'-9 1/4"1A5.012A5.034A5.031A5.102A2.033A5.10LOWER FIRST FLOOREL 98'-9 1/4"LVL 2CDEL 110'-9 1/4"LOWER LEVEL (E2)EL 83'-0"LLPPQQUNIT E1 (FRESH CNTR)EL 97'-9 1/4"2A5.02EXISTING BRICK TO REMAIN3A5.1010' MAX. FROM CORNERSTYPICAL BRICK EXPANSION JOINTSEXPANSION JOINTS AT ALL INTERIOR CORNERS AND OFFSETSEXPANSION JOINT AT ALL CHANGES IN WALL HEIGHTTYPICAL BRICK EXPANSION JOINT (EJ) LOCATIONS24' MAX. SPACING ON WALL W/NO OPENINGSTYPICAL BRICK EXPANSION JOINT DETAILBRICK VENEERVENEER WALL TIES AT 16" O.C. EACH WAYPROVIDE BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONS TO COMPARTMENTALIZE THE CAVITY AIR SPACE AND REDUCE HORIZONTAL AIR FLOWBACKER ROD AND SEALANTCOMPRESSIBLE FILLREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONTYPICAL BRICK EXPANSION JOINT AT OPENINGS BRICK VENEERCOMPRESSIBLE FILLREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONEXPANSION JOINT AT OPENINGS ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVEPROVIDE BACKER ROD AND SEALANT AT FRONT AND EXPOSED END OF LINTELCAVITY WALL FLASHING AND ACCESSORIES, REFER TO TYPICAL DETAILNOTE: DETAIL SHOWN STEPPED BACK FOR CLARITYBACKER ROD AND SEALANTCOMPRESSIBLE FILLPLACE THE EXPANSION JOINT BETWEEN THE WINDOWS IF THE WINDOWS ARE AT LEAST 4' APART20' MAX. SPACING ON WALL WITH OPENINGSLOCATE EXPANSION JOINT AT OPENING ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVE, OTHERWISE LOCATE 2' MIN FROM OPENINGPROVIDE FOAM BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONSE1E2P1P2DCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECT2/1/2021 1:23:17 PMC:\Users\tvaughn\Documents\2019_ARCH_220114.00_tvaughn@fhai.com.rvtNOT FOR CONSTRUCTIONPROJECT NUMBER: 220114.00CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032BUILDING ELEVATIONSA3.02PROJECT ISSUE DATE: 02/01/202195% CHECK SETDRAWN BY: TPV317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204NORTHSCALE: 1/8" = 1'-0"4NORTH ELEVATION P2SCALE: 1/8" = 1'-0"3WEST ELEVATION P2SCALE: 1/8" = 1'-0"5EAST ELEVATION E2SCALE: 1/8" = 1'-0"2NORTH ELEVATION (EAST) P2SCALE: 1/8" = 1'-0"7NORTH ELEVATION E2SCALE: 1/8" = 1'-0"6SOUTH ELEVATION E21TYPICAL BRICK EXPANSION JOINTSACARMEL TAC REVIEW01/13/2021REV.NO.DESCRIPTION DATE