HomeMy WebLinkAboutA010.03_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.
LVL A2
EL 113'-4"
FIRST FLOOR
EL 100'-0"
SECOND FLOOR (BAND)
EL 113'-4"
6
A4.012
A4.01
EXISTING MASONRY WALL CONSTRUCTION TO
REMAIN
EXISTING MASONRY WALL CONSTRUCTION TO
REMAIN
3
A4.01
LOWER LEVEL NEW
ADDITION
EL 98'-8"
3
A5.07
1
A5.05 3
A5.04
BRICK -TO MATCH EXISTING
CAST STONE WALL PANELS
METAL COPING
ALUMINUM STOREFRONT FRAMING
DOUBLE ROWLOCK COURSE -BRICK TO MATCH
EXISTING AT BASE OF MASONRY WALL
METAL COMPOSITE MATERIAL WALL PANELS
METAL COMPOSITE MATERIAL WALL PANELS
GLAZED ALUMINUM CURTAIN WALL
CAST STONE WALL PANELS DOUBLE ROWLOCK COURSE -BRICK TO MATCH
EXISTING AT BASE OF MASONRY WALL
ALUMINUM STOREFRONT FRAMING
GLAZED ALUMINUM CURTAIN WALL
METAL COMPOSITE MATERIAL WALL PANELS
2
A5.07
RECESSED BRICK - TYPE 2
1
A5.08 2
A5.08
EJ EJ EJEJ EJ EJ EJ EJ
SECOND FLOOR (AUD)
EL 116'-5 1/4"
FIRST FLOOR (LOBBY)
EL 100'-0"
LVL A2
EL 113'-4"
FIRST FLOOR
EL 100'-0" STAGE LEVEL
EL 98'-9 1/4"
THIRD FLOOR (AUD)
EL 125'-9 1/4"
1
A4.01
SECOND FLOOR (BAND)
EL 113'-4"
EXISTING STONE/PRECAST TO REMAIN
EXISTING BRICK TO REMAIN
EXISTING BRICK TO REMAIN
EXISTING STONE/PRECAST TO REMAIN
EXISTING BRICK TO REMAIN
EXISTING BRICK TO REMAIN
EXISTING BRICK TO REMAIN
4
A4.01
LOWER LEVEL NEW
ADDITION
EL 98'-8"
AAAA
1
A5.07
METAL COPING
BRICK -TO MATCH EXISTING
ALUMINUM STOREFRONT FRAMING
DOUBLE ROWLOCK COURSE -BRICK TO MATCH
EXISTING AT BASE OF MASONRY WALL
METAL COMPOSITE MATERIAL WALL PANELS
ALUMINUM STOREFRONT FRAMING
BRICK -TO MATCH EXISTING METAL COMPOSITE MATERIAL WALL PANELS
GLAZED ALUMINUM CURTAIN WALL (WITH
STRUCTURAL BACKUP)
EXISTING STONE/PRECAST TO REMAIN
EXISTING BRICK TO REMAIN
TYPICAL ROOF COPING ASSEMBLY WITH ALL
BLOCKING, ANCHORS, FLASHINGS, AND
CONNECTION TO AIR BARRIER SYSTEM AND
TERMINATION OF ROOF VAPOR RETARDER
TYPICAL WINDOW ASSEMBLY WITH ALL
FLASHINGS, SILLS. AND SEALANTS
TYPICAL BRICK EXPANSION
JOINT WITH SEALANT
TYPICAL THROUGH WALL FLASHING
INCLUDING ALL COMPONENTS
TYPICAL BOND BEAM
TYPICAL CAVITY WALL INSULATION
AND AIR BARRIER SYSTEM
TYPICAL MASONRY EXTERIOR WALL
WITH ALL VERTICAL REINFORCING,
GROUTED CORES AND ANCHORS.
VENEER SIDE 10'-0"INTERIOR SIDE 12' - 0"TYPICAL CONCRETE FOOTING
TYPICAL ELECTRICAL BOX
TYPICAL CMU CONTROL
JOINT WITH SEALANT
TYPICAL LINTEL WITH
FLASHING AND END DAMS
TYPICAL REPRESENTATIVE
VENEER, WITH ALL TYPES AND
TYPICAL REINFORCING AND TIES
RELOCATED EXISTING
BUILDING LETTERS
E1
E2
P1
P2D
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ARCHITECT
2/4/2021 10:53:39 AM\\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
A3.01
PROJECT ISSUE DATE: 02/04/2021
TAC SUBMITTAL
DRAWN BY: TPV
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
NORTHSCALE: 1/8" = 1'-0"
1 SOUTH ELEVATION P2
SCALE: 1/8" = 1'-0"
2 EAST ELEVATION P2
3 EXTERIOR WALL MOCK-UP
CARMEL TAC REVIEWA 01/13/2021
SOUTH ELEVATION - RELOCATED EXISTING SIGNAGE4
W IL L IAM E.PAY
N
EREGISTERE
D
IND I A N AA
R
CH I T E C T4169
STATE OF
No.
REV.
NO. DESCRIPTION DATE
PZ-2021-00006
06/08/21