HomeMy WebLinkAboutElevationsVERIFICATION 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"3A5.06detail end of wallEXISTING MASONRY WALL TO REMAINORCHESTRAINSTRUMENTSTORAGEP126OFFICEP127LVL A2EL 113'-4"FIRST FLOOREL 100'-0"1A4.01SECOND FLOOR (BAND)EL 113'-4"LOWER LEVEL NEWADDITIONEL 98'-8"2A5.05METAL COPINGCAST STONE WALL PANELSBRICK -TO MATCH EXISTINGDOUBLE ROWLOCK COURSE -BRICK TO MATCHEXISTING AT BASE OF MASONRY WALLALUMINUM STOREFRONT FRAMINGBRICK -TO MATCH EXISTINGEXISTING MASONRY WALL TO REMAINLVL A2EL 113'-4"SECOND FLOOR (BAND)EL 113'-4"LOWER LEVEL NEWADDITIONEL 98'-8"ALUMINUM STOREFRONT FRAMING10' 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.COMARCHITECT1/11/2021 2:32:42 PM\\data1\citrixprofiles$\kshultz\My Documents\2019_ARCH_220114.00_kshultz.rvtPROJECT NUMBER: 220114.00CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032BUILDING ELEVATIONSA3.02PROJECT ISSUE DATE: 01/13/2021TAC SUBMITTALDRAWN BY: TPV317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204NORTHSCALE: 1/8" = 1'-0"NORTH ELEVATION P2SCALE: 1/8" = 1'-0"WEST ELEVATION P2SCALE: 1/8" = 1'-0"NORTH ELEVATION (EAST) P21TYPICAL BRICK EXPANSION JOINTSWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.ACARMEL TAC REVIEW01/13/20213/32"3/32"3/32"REV.NO.DESCRIPTION DATE