HomeMy WebLinkAboutA301 - BUILDING ELEVATIONSFIRST FLOOR
EL 100'-0"
A3.02
3
A3.03
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2
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3
2
32
4
51
2 333
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1
3 22
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1
32
8
10 11
EXISTING MASONRY SCREEN
WALL NOT SHOWN IN THIS AREA.
SEE PLAN FOR EXTENTS
FIRST FLOOR
EL 100'-0"
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1
2 2
2
1
3 3
2
FIRST FLOOR
EL 100'-0"
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2
3
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
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2
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12 1233
1
1
1
1 1
2
22333
12
1
2
8
2
3 13 13
13
13
13
UNDER
SOFFIT
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
13
FIRST FLOOR
EL 100'-0"
1
2
3
FIRST FLOOR
EL 100'-0"
1
2
3
13
FIRST FLOOR
EL 100'-0"
1
2
3
1 1 1
2
2
3 3 3
8
12
EQ EQ EQ EQ
12'-0"FIRST FLOOR
EL 100'-0"
1
2
3
PROVIDE NEW GUTTER
AND D.S. ON TO LOWER
ROOF IN COURTYARD -
NOT SHOWN
FIRST FLOOR
EL 100'-0"
1
2
3
1
2
3
FIRST FLOOR
EL 100'-0"
A3.02
1
1
2
3
1
1
2
2 3 2 3
2
A3.03
2 BEYOND
MASONRY
SCREEN WALL
2
MASONRY SCREEN WALL -
SEE PLAN FOR EXTENTS
GRADE
SEE SITE PLAN FOR LOCATION
6
7
VERIFICATION 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.
4. REMOVE EXISTING GUTTERS, DOWNSPOUTS, AND CAST
IRON D.S. BOOTS FOR THE ENTIRE PROJECT. PROVIDE
NEW GUTTERS, DOWNSPOUTS AND CAST IRON
DOWNSPOUT BOOTS IN SAME LOCATION AS EXISTING.
ALIGN NEW CAST IRON D.S. BOOTS WITH EXISTING
UNDERGROUND STORM PIPING. FIELD VERIFY EXISTING
STORM PIPING SIZES TO MATE WITH NEW BOOTS.
5. REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR
NEW BUILDING ADDITION.
6. PROVIDE PROTECTION SHEET AT LOCATIONS WHERE
DOWNSPOUTS EMPTY ONTO LOW SLOPE ROOF.
7. PROVIDE ELBOWS AT BASE OF DOWNSPOUTS WHERE
THEY EMPTY ONTO LOWER SLOPED ROOF.
8. PROVIDE OFFSET AT BASE OF D.S. WHERE MASONRY
EXTENDS PAST FACE OF WALL ABOVE.
9. CLEAN FULL PERIMETER AND HEIGHT OF EXTERIOR
VENEER MASONRY INCLUDING THE MASONRY SCREEN
WALL NEAR MECHANICAL EQUIPMENT AREA.
10. CLEAN FULL EXTENTS AND HEIGHT OF EXISTING
EXTERIOR EIFS MATERIAL.
11. REPAIR EXISTING DAMAGED EXTERIOR EIFS. REFER TO
ELEVATIONS. PROVIDE NEW EIFS ELASTOMERIC COATING
OVER FULL EXTENTS AND HEIGHT OF EXISTING EIFS
SURFACES TO REMAIN.
12. PROVIDE GUTTER EXPANSION JOINTS WHEN LENGTH OF
GUTTER EXCEEDS 40 FEET. REFER TO DETAIL.
13. PROVIDE CORNER SPLASH GUARDS AT ALL VALLEY
LOCATIONS - REFER TO DETAIL.
EXTERIOR ELEVATION NOTES X
N
WS ECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
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ARCHITECT
12/13/2023 5:17:19 PMC:\Users\tvaughn\Documents\2021_ARCH_222011.00_tpvaughn.rvtPROJECT NUMBER: 222011.00
CHERRY TREE
ELEMENTARY
SCHOOL
ADDITIONS AND
RENOVATIONS
13989 Hazel Dell Pkwy, Carmel, IN
46033
BUILDING ELEVATIONS
A3.01
PROJECT ISSUE DATE: 12.15.2023
BIDS
DRAWN BY: Author
317-848-0966
350 E. NEW YORK ST, INDIANAPOLIS IN 46204
PROJECT MANAGER: SAM
CARMEL CLAY SCHOOLS
SCALE: 1/16" = 1'-0"
1 NORTH ELEVAITON
SCALE: 1/16" = 1'-0"
2 WEST ELEVATION
SCALE: 1/16" = 1'-0"
3 WEST ELEVATION
SCALE: 1/16" = 1'-0"
4 EAST ELEVATION
SCALE: 1/16" = 1'-0"
5 WEST ELEVATION
SCALE: 1/16" = 1'-0"
6 EAST ELEVATION
SCALE: 1/16" = 1'-0"
8 SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
9 NORTH ELEVAITON
SCALE: 1/16" = 1'-0"
10 SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
11 EAST ELEVATION
SCALE: 1/16" = 1'-0"
12 WEST ELEVATION
SCALE: 1/16" = 1'-0"
13 EAST ELEVATION
SCALE: 1/16" = 1'-0"
14 WEST ELEVATION
SCALE: 1/16" = 1'-0"
7 WEST ELEVATION
SCALE: 1/16" = 1'-0"
15 EAST ELEVATION
SCALE: 1/16" = 1'-0"
16 WEST ELEVATION
SCALE: 1/16" = 1'-0"
17 EAST ELEVATION
SCALE: 1/8" = 1'-0"
18 ELEVATION (SITE SIGN)
1 REMOVE EXISTING GUTTER. REPLACE WITH NEW GUTTER, SEE
DETAIL, TYP. FOR ENTIRE EXISTING BUILDING.
2 REMOVE EXISTING DOWNSPOUT. PROVIDE NEW DOWNSPOUT
IN SAME LOCATION. PROVIDE OFFSET AS REQUIRED AT BASE
OF WALL OR PROVIDE ELBOW TO ROOF BELOW, TYP. FOR
ENTIRE EXISTING BUILDING
3 REMOVE EXISTING D.S. BOOT. PROVIDE NEW CAST IRON D.S
BOOT IN SAME LOCATION. REFER TO SPECIFICATIONS, TYP.
4 NEW GUTTER (NO EXISTING GUTTER AT THIS ELEVATION).
5 NEW DOWNSPOUT WITH ELBOW AT BASE. (NO EXISTING
DOWNSPOUT AT THIS ELEVATION), TYP.
6 EXISTING BUILDING SIGN TO REMAIN
7 EXISTING CONCRETE CAP AND BRICK VENEER TO BE CLEANED
AND REPOINTED TO REPAIR MASONRY JOINTS - SEE
SPECIFICATIONS (ALL SIDES AND TOP)
8 CORNER SPLASH GUARDS AT VALLEY LOCATIONS, TYP., SEE
DETAIL
9 NOT USED.
10 CLEAN, PREP AND PAINT EXISTING HOLLOW METAL DOOR AND
FRAME
11 CLEAN, PREP AND PAINT EXISTING COILING DOOR AND FRAME
12 NEW LOUVER - SEE MECHANICAL
13 REPAIR EXISTING DAMAGED EIFS TO MATCH EXISTING - FIELD
VERIFY
REV.
NO.DESCRIPTION DATE