HomeMy WebLinkAboutA303 - BUILDING ELEVATIONSFIRST FLOOR
EL 100'-0"
1
A5.08
EL. 112'-8"
EL. 107'-8"
EL. 101'-4"
HOLLOW METAL / FRP / WOOD DOOR -REFER TO
DOOR SCHEDULE
METAL COPING AND WOOD NAILER
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
MODULAR SIZE FACE BRICK -COLOR A
OVERHEAD COILING SERVICE DOOR
ELECTRICAL LIGHT FIXTURE -REFER TO ELEC.
DRAWINGS.
TECHNOLOGY EQUIPMENT -REFER TO
TECHNOLOGY DRAWINGS.
FIRST FLOOR
EL 100'-0"
3
A5.08
METAL COPING AND WOOD NAILER
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
MODULAR SIZE FACE BRICK -COLOR A
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
ELECTRICAL LIGHT FIXTURE -REFER TO ELEC.
DRAWINGS.
METAL GUTTER
EXISTING BUILDING
EL. 112'-8"
EL. 107'-8"
EL. 101'-4"
ELECTRICAL LIGHT FIXTURE -REFER TO ELEC.
DRAWINGS.
FIRST FLOOR
EL 100'-0"
2
A5.08
METAL COPING AND WOOD NAILER
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
MODULAR SIZE FACE BRICK -COLOR A
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
ELECTRICAL LIGHT FIXTURE -REFER TO ELEC.
DRAWINGS.
TECHNOLOGY EQUIPMENT -REFER TO
TECHNOLOGY DRAWINGS.
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
EL. 107'-8"
EL. 112'-8"
EXISTING BUILDING
METAL GUTTER
EL. 101'-4"
C
A4.01
23-D23-Cc23-Cb23-C
4
A5.05
23-Cd23-Ca
EL. 114'-8"
T./FLASHING
MANUFACTURED ROOF EDGE FASCIA
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
METAL GUTTER
4" X 5" METAL DOWNSPOUT TO ROOF BELOW,
PROVIDE PROTECTION SHEET AT DISCHARGE
METAL REGLET AND COUNTERFLASHING
1 1/2" / 12"
C
A4.01
23-D 23-Cc 23-Cb 23-C
1
A5.05
2
A5.05
23-Cd 23-Ca
EL. 114'-8"
1 1/2" / 12"1 1 /2 " / 1 2 "
METAL GUTTER
T./FLASHING
4" X 5" METAL DOWNSPOUT TO ROOF BELOW,
PROVIDE PROTECTION SHEET AT DISCHARGE
MANUFACTURED ROOF EDGE FASCIA
2" WATER-DRAINAGE-EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
METAL REGLET AND COUNTERFLASHING
4
A5.08
MECHANICAL LOUVER (MFR. PAINTED CUSTOM
COLOR SELECTED BY ARCHITECT) -REFER TO
MECH. DRAWINGS.
ELECTRICAL EQUIPMENT -REFER TO ELEC.
DRAWINGS.
MECHANICAL EQUIPMENT -REFER TO MECH.
DRAWINGS.
HOLLOW METAL / FRP / WOOD DOOR -REFER TO
DOOR SCHEDULE
ELECTRICAL EQUIPMENT -REFER TO ELEC.
DRAWINGS.
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
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WWW.FHAI.COM
ARCHITECT
12/13/2023 5:17:55 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
A3.03
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"
NORTH ELEVATION - OUTDOOR STORAGE1
SCALE: 1/4" = 1'-0"
EAST ELEVATION - OUTDOOR STORAGE2
SCALE: 1/4" = 1'-0"
WEST ELEVATION - OUTDOOR STORAGE3
SCALE: 1/4" = 1'-0"
EAST ELEVATION - MEZZANINE4
SCALE: 1/4" = 1'-0"
WEST ELEVATION - MEZZANINE5
REV.
NO.DESCRIPTION DATE