The URL can be used to link to this page

Home My WebLink AboutA301 - BUILDING A ELEVATIONS - A3-01VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND ALL EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH WORK. ELEVATION GENERAL NOTES 1. 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. 1 2 3 4 5 6 7 27'-4" 10'-0" 28'-0" 28'-0" 10'-0" 28'-0" 6.7 3 A4.03 4 A4.03 1 A4.02 2 A4.02 5 A4.04 1 A10.03 5.1 1 A5.04 1 A10.05 CLEAN AND PREPARE EXISTING VERTICAL CONCRETE SURFACES AND APPLY NEW ELASTOMERIC COATING SYSTEM TO EXTEND DOWN THE FACE THAT IS CONCEALED BY GRANDSTAND (BOTH SIDES) REFER TO VIEWING DECK DRAWINGS FOR TRAFFIC COATING EXTENTS SITE FENCING AND GATES, REFER TO SITE DRAWINGS REFER TO VIEWING DECK DRAWINGS FOR TRAFFIC COATING EXTENTS CLEAN AND PREPARE EXISTING VERTICAL CONCRETE SURFACES AND APPLY NEW ELASTOMERIC COATING SYSTEM TO EXTEND DOWN THE FACE THAT IS CONCEALED BY GRANDSTAND (BOTH SIDES) REFER TO ENLARGED PRESSBOX ELEVATIONS CONCRETE SITE WALL WITH RUBBED CONCRETE FINISH 1.1 1.9 CLEAN AND PREPARE EXISTING CONCRETE WALL SURFACES AND APPLY NEW ELASTOMERIC COATING SYSTEM 9 A10.04 ALUMINUM CLOSURE PANELS ALUMINUM CLOSURE PANELS71'-8"7 8 9 10 11 12 137.3 6 A4.04 7 A4.05 8 A4.05 9 A4.05 8.9 4 A5.02 7 A10.04 13 A10.01 28'-0" 10'-0" 28'-0" 28'-0" 10'-0" 27'-4" REFER TO VIEWING DECK DRAWINGS FOR TRAFFIC COATING EXTENTS REFER TO ENLARGED PRESSBOX ELEVATIONS REFER TO VIEWING DECK DRAWINGS FOR TRAFFIC COATING EXTENTS CLEAN AND PREPARE EXISTING CONCRETE WALL SURFACES AND APPLY NEW ELASTOMERIC COATING SYSTEM CLEAN AND PREPARE EXISTING VERTICAL CONCRETE SURFACES AND APPLY NEW ELASTOMERIC COATING SYSTEM TO EXTEND DOWN THE FACE THAT IS CONCEALED BY GRANDSTAND (BOTH SIDES) 12.912.1 9 A10.04 ALUMINUM CLOSURE PANELS ALUMINUM CLOSURE PANELS71'-8"10' M AX. FROM CORNERSTYPICAL BRICK EXPANSION JOINTS EXPANSION JOINTS AT ALL INTERIOR CORNERS AND OFFSETS EXPANSION JOINT AT ALL CHANGES IN WALL HEIGHT TYPICAL BRICK EXPANSION JOINT (EJ) LOCATIONS24' M AX. SPACING ON W ALL W /NO OPENINGSTYPICAL BRICK EXPANSION JOINT DETAIL BRICK VENEER VENEER WALL TIES AT 16" O.C. EACH WAY PROVIDE BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONS TO COMPARTMENTALIZE THE CAVITY AIR SPACE AND REDUCE HORIZONTAL AIR FLOW BACKER ROD AND SEALANT COMPRESSIBLE FILL REFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTION TYPICAL BRICK EXPANSION JOINT AT OPENINGS BRICK VENEER COMPRESSIBLE FILL REFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTION EXPANSION JOINT AT OPENINGS ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVE PROVIDE BACKER ROD AND SEALANT AT FRONT AND EXPOSED END OF LINTEL CAVITY WALL FLASHING AND ACCESSORIES, REFER TO TYPICAL DETAIL NOTE: DETAIL SHOWN STEPPED BACK FOR CLARITY BACKER ROD AND SEALANT COMPRESSIBLE FILL PLACE THE EXPANSION JOINT BETWEEN THE WINDOWS IF THE WINDOWS ARE AT LEAST 4' APART20' M AX. SPACING ON W ALL W ITH OPENINGSLOCATE EXPANSION JOINT AT OPENING ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVE, OTHERWISE LOCATE 2' MIN FROM OPENING PROVIDE FOAM BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONS TYPICAL BRICK EXPANSION JOINT AT SHELF ANGLES BRICK VENEER COMPRESSIBLE FILLREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTION EXPANSION JOINT AT BOTH SIDES OF OPENINGS WHERE VENEER IS SUPPORTED BY SHELF ANGLE OR STEEL PLATE ATTACHED TO BACKUP WALL CAVITY WALL FLASHING AND ACCESSORIES, REFER TO TYPICAL DETAIL NOTE: DETAIL SHOWN STEPPED BACK FOR CLARITY BACKER ROD AND SEALANT COMPRESSIBLE FILL BACKER ROD AND SEALANT PROVIDE BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONS END OF FLASHING W/END DAM IN HEAD JOINT STOP SHELF ANGLE 3/8" SHORT OF VENEER TRAFFIC COATING SEE SHEETS A1.06 AND A1.07 FOR ADDITIONAL INFORMATION ELASTOMERIC COATING TYPICAL AT ALL SIDES, TOP, FRONT, BACK AND BOTTOM CONCRETE COATING LEGEND COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT BUILDING "A" BUILDING "B" A B SOUTH SUPPORT BUILDING GREYHOUND ACTIVITIES CENTER 5201 E Main Street, Carmel, IN 46033 317-844-9961 8/13/2024 9:35:00 AM\\data1\citrixprofiles$\tvaughn\my documents\2023_ARCH_222154.02_tpvaughn.rvtPROJECT NUMBER: 222154.00 222154.00 CARMEL HIGH SCHOOL STADIUM GRANDSTAND RENOVATION PROJECT CARMEL CLAY SCHOOLS 2390 E. SMOKY ROW (HOME SIDE) 2450 E. SMOKY ROW (VISITOR SIDE) CARMEL, IN 46032 BUILDING A ELEVATIONS A3.01 PROJECT ISSUE DATE: 8.13.2024 TAC SUBMITTAL DRAWN BY: TPV 317.848.0966 350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204 PROJECT MANAGER: MKS PLAN NORTH SCALE: 1/8" = 1'-0" EAST ELEVATION BUILDING A -UNIT A1 SCALE: 1/8" = 1'-0" EAST ELEVATION BUILDING A -UNIT B2 1 2 REV. NO.DESCRIPTION DATE