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Sheet Number:
Carmel, Indiana 46032
317.705.7980 (fax)
355 City Center Drive
317.705.7979 (phone)
Architect:
Sheet Title:VILLAGE ON THE GREEN-PARCEL 7CCARMEL, IN, 46032COPYRIGHT & OWNERSHIP OF DOCUMENTS
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Sheet Issue DateParking Garage West, 7-C-3Underground Detention Basin, Parcel 7-C-11PEDCOR DESIGN GROUP
PARCEL 7-C-3,
PARCEL 7-C-11
A302
Wall Sections
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY
OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION
CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO
OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION
OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER
RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE
ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN,
AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE
DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE
RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED,
PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY
WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE
ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT
2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS.
BID SET
EJD LGA
3/30/09 04/09/09
Redevelopment Commission
317.571-2787 (ARTS)
30 West Main Street, Suite 220
Carmel, Indiana 46032
Carmel
Owner:
F F.1
RAMP, VARIES
±0"
+16'-0"
+26'-6"
+37'
+42'-1 3/8"16'-0"10'-6"10'-6"5'-1 3/8"3'-6" MIN.6" CONC. SLAB ON GRADE RAMP,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
EXISTING ENERGY
CENTER FLOOR SLAB
EXISTING CONC. FOUNDATION WALL
EXISTING PILE CAP/ GRADE BEAM
STRUCTURAL PRECAST CONC.
WALL, SEE STRUCTURAL
EXISTING ENERGY CENTER 12" CMU WALL
W/ 2" RIGID INSULATION
WATERPROOFING
FOOTING DRAIN, SEE PLUMBING
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
3" TOPPING SLAB, ELEV.
VARIES, SEE STRUCTURAL
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
STRUCTURAL PRECAST CONC.
WALL, SEE STRUCTURAL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
A9
PREFIN. MTL. COPING OVER EXISTING
ENERGY CENTER WALL
EXPANSION JOINT ASSEMBLY
SEE SECOND FLOOR FOR TYP. NOTES
TOP OF PRECAST
1
A505
SCALE: 3/8" = 1'-0"4PW/EC WALL SECTION
GENERAL NOTES
A. = ARCHITECTURAL PRECAST
CONC., REF. TO SHEETS A501-A503
FOR ENLARGED ELEV. AND SEC.
X #
B. = STRUC. PRECAST
CONCRETE PANEL
SPC
C. PRECAST CONCRETE PANEL
CONFIGURATION SHOWN ON
ELEVATIONS AND SHEETS
A501-A503 ARE BASED ON
AESTHETICS AND THE ARCHITECT'S
ASSUMPTION OF THE MOST
ECONOMICAL ARRANGEMENT OF
PRECAST PANELS, AND ARE
SUBJECT TO THE PRECAST
SUPPLIER'S REQUIREMENT FOR
STRUCTURAL PERFORMANCE,
CONSTRUCTABILITY, ETC.
D. REFER TO SHEET A602 FOR
ENLARGED WINDOW ELEVATIONS
E. ALL DOUBLE TEE'S AND ASSOCIATED
HAUNCHES TO BE CONFIGURED TO
WORK WITH WINDOW OPENINGS
F. ALL THIN BRICK AND FULL BRICK TO
BE BRICK TYPE 'A' U.N.O.
F F.1
11'-9 3/4"1'-1" MIN.CONCRETE FOUNDATION
WALL, SEE STRUCTURAL
SLAB ON GRADE RAMP,
ELEV. VARIES,
SEE STRUCTURAL
STEEL BOLLARD,
SEE STRUCTURAL
CMU WALL,
SEE STRUCTURAL
REINFORCED CONC.
SLAB, T/S = +1"
SELF CONTAINED
TRASH COMPACTOR
PRECAST DOUBLE-TEE,
SEE STRUCTURAL
O.H. DOOR FRAME
BEYOND
PRECAST CONC. HAUNCH,
SEE STRUCTURAL
SITE PAVING,
SEE CIVIL
SECTONAL
O.H. DOOR
PROVIDE STEEL ENBED
FOR O.H. DOOR TRACK
GALV. STEEL ANGLES,
SEE STRUCTURAL
1" COMPRESSABLE INSUL.
A5
A5
NOT TO SCALE 33d CUTAWAY REFERENCE TO 1/302
SCALE: 3/8" = 1'-0"1Trash Room Section
6" CONC. SLAB ON GRADE RAMP,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
EXISTING ENERGY
CENTER PAVING
EXISTING CONC. FOUNDATION WALL
EXISTING PILE CAP/ GRADE BEAM
EXISTING ENERGY
CENTER WALL BEYOND
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
3" TOPPING SLAB, SEE STRUCTURAL
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
A1
3" TOPPING SLAB, SEE STRUCTURAL
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
3" TOPPING SLAB, SEE STRUCTURAL
F F.1
3
A504
+42'-1 3/8"
"V.I.F."16'-0"10'-6"10'-6"5'-1 3/8"6" CONC. SLAB ON GRADE RAMP,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
EXISTING ENERGY
CENTER PAVING
EXISTING CONC. FOUNDATION WALL
EXISTING PILE CAP/ GRADE BEAM
WATERPROOFING
LINE OF EXISTING ENERGY
CENTER WALL BEYOND
FOOTING DRAIN, SEE PLUMBING
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
3" TOPPING SLAB, SEE STRUCTURAL
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
A1
TOP OF PRECAST
3" TOPPING SLAB, SEE STRUCTURAL
PRECAST HAUNCH BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE
BEYOND, SEE STRUCTURAL
3" TOPPING SLAB, SEE STRUCTURAL
SCALE: 3/8" = 1'-0"2PW EAST WALL SECTION