HomeMy WebLinkAboutA302 - BUILDING ELEVATIONSVERIFICATION 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
FIRST FLOOR
EL 100'-0"
1
A5.01
C
A4.01
8" x 8" GLAZED ACCENT TILE ADHERED TO 4"
CMU (ECMT)
ALUMINUM STOREFRONT FRAMING
1
A5.02
2
A5.01 3
A5.01
3
A5.02
1
A5.03
23-H23-F23-E23-D23-Cc23-Cb23-C23-B 23-Cd23-Ca
MODULAR SIZE FACE BRICK -COLOR A
EXISTING BUILDING
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
SHEET METAL TRIM
METAL GUTTER
6" BED DEPTH UTILITY SIZE FACE BRICK -
COLOR B
5
A5.01
T./MASONRY
EXISTING BUILDING
EXISTING BUILDING
EJ
EJ
A3.02
5
EJ
EJ EJ
EJ
EJ
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
STANDING SEAM METAL ROOF PANELS
2
A7.07 22'-4" +/-12" HIGH BUILDING
SIGNAGE
6" HIGH BUILDING ADDRESS
FIRST FLOOR
EL 100'-0"
3
A5.04
23-H 23-F 23-E 23-D 23-Cc 23-Cb 23-C 23-B
1
A5.05
2
A5.05
23-Cd 23-Ca
8" x 8" GLAZED ACCENT TILE ADHERED TO 4"
CMU (ECMT)
MODULAR SIZE FACE BRICK -COLOR A
ALUMINUM STOREFRONT FRAMING
5
A5.01
1
A5.09
METAL COPING
EJ
EJ
EJEJ
EJ
EJ
6" BED DEPTH UTILITY SIZE FACE BRICK -
COLOR B
FIRST FLOOR
EL 100'-0"
A
A4.01
B
A4.01
B7
MEZZANINE
EL 112'-0"
B6
4
A5.04
D
A4.01
2
A5.03
B5 B4 B2 B1
3
A5.05
?
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
4" X 5" METAL DOWNSPOUT TO SITE BOOT
BELOW
MEMBRANE ROOFING SYSTEM (ADHERED) -
REFER TO ROOF PLAN
STANDING SEAM METAL ROOF PANELS
METAL COPING
MODULAR SIZE FACE BRICK -COLOR A
6" BED DEPTH UTILITY SIZE FACE BRICK -
COLOR B
ALUMINUM STOREFRONT FRAMING
MEMBRANE ROOFING SYSTEM (ADHERED) -
REFER TO ROOF PLAN
5
A5.08
B3
23'-5"2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
FIRST FLOOR
EL 100'-0"
A
A4.01
B
A4.01
B7
MEZZANINE
EL 112'-0"
A5.02
1
B6
D
A4.01
2
A5.03
B5B4B2B1
1
A5.04
2
A5.04
3
A5.05
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
MODULAR SIZE FACE BRICK -COLOR A
6" BED DEPTH UTILITY SIZE FACE BRICK -
COLOR B
ALUMINUM STOREFRONT FRAMING
METAL GUTTER
MEMBRANE ROOFING SYSTEM (ADHERED) -
REFER TO ROOF PLAN
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
4" X 5" METAL DOWNSPOUT TO SITE BOOT
BELOW
5
A5.08
B3
STANDING SEAM METAL ROOF PANELS
3
A5.0123-F
8"8"8"3'-9"8"8"8"8" x 8" GLAZED ACCENT TILE
ADHERED TO 4" CMU (ECMT)
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
12/13/2023 5:30:48 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
A3.02
PROJECT ISSUE DATE: 12.15.2023
BIDS
DRAWN BY: TPV
317-848-0966
350 E. NEW YORK ST, INDIANAPOLIS IN 46204
PROJECT MANAGER: SAM
CARMEL CLAY SCHOOLS
SCALE: 1/4" = 1'-0"
EAST ELEVATION1
SCALE: 1/8" = 1'-0"
WEST ELEVATION - NEW ADDITION2
SCALE: 1/8" = 1'-0"
NORTH ELEVATION3
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION4 SCALE: 1/2" = 1'-0"
ACCENT TILE ELEVATION5
REV.
NO.DESCRIPTION DATE