HomeMy WebLinkAboutA010.03_A3.02VERIFICATION 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.
LVL A2
EL 113'-4"
FIRST FLOOR
EL 100'-0"
SECOND FLOOR (BAND)
EL 113'-4"
3
A5.06 detail end of
wall
EXISTING MASONRY
WALL TO REMAIN
ORCHESTRA
INSTRUMENT
STORAGE
P126
OFFICE
P127
LVL A2
EL 113'-4"
FIRST FLOOR
EL 100'-0"
1
A4.01
SECOND FLOOR (BAND)
EL 113'-4"
LOWER LEVEL NEW
ADDITION
EL 98'-8"
2
A5.05
METAL COPING
CAST STONE WALL PANELS
BRICK -TO MATCH EXISTING
DOUBLE ROWLOCK COURSE -BRICK TO MATCH
EXISTING AT BASE OF MASONRY WALL
ALUMINUM STOREFRONT FRAMING
BRICK -TO MATCH EXISTING
EXISTING MASONRY
WALL TO REMAIN
LVL A2
EL 113'-4"
SECOND FLOOR (BAND)
EL 113'-4"
LOWER LEVEL NEW
ADDITION
EL 98'-8"
ALUMINUM STOREFRONT FRAMING
10' M A X . F ROM CORNERS TYPICAL 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 A X . SPACING ONWAL L W /NO OPE N IN GSTYPICAL 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 A X . SPACING ONWAL L W IT H OPEN IN GSLOCATE 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
E1
E2
P1
P2D
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1/11/2021 2:32:42 PM\\data1\citrixprofiles$\kshultz\My Documents\2019_ARCH_220114.00_kshultz.rvtPROJECT NUMBER: 220114.00
CARMEL HIGH
SCHOOL
PERFORMING
ARTS ADDITION
AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
BUILDING ELEVATIONS
A3.02
PROJECT ISSUE DATE: 01/13/2021
TAC SUBMITTAL
DRAWN BY: TPV
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
NORTHSCALE: 1/8" = 1'-0"
NORTH ELEVATION P2
SCALE: 1/8" = 1'-0"
WEST ELEVATION P2
SCALE: 1/8" = 1'-0"
NORTH ELEVATION (EAST) P2
1 TYPICAL BRICK EXPANSION JOINTS
W IL L IAM E.PAY
N
EREGISTERE
D
IND I A N AA
R
CH I T E C T4169
STATE OF
No.
A CARMEL TAC REVIEW 01/13/2021
3/32" 3/32" 3/32"
REV.
NO. DESCRIPTION DATE
06/08/21