HomeMy WebLinkAboutA205 Interior Elevations.PDFProject:
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
Architecture / Project Management:
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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
A205
Interior Elevations
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ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN,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:
FJMHKLNQGP.9 P
1
A504
2
A504
±0"
+5'-6"
+16'
+26'-6"
+37'
3
A204
2
A204
1
A204
STORM DETENTION
BASIN
ALTERNATE NO. 3
PARCEL 7-C-11
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
M6
LANDING
STRUCTURAL
PRECAST
CONC. WALL
PRECAST CONC.
DOUBLE TEES W/
3" TOPPING SLAB W/
ALT. NO. 3 STORM
DETENTION BASIN
PRECAST CONC. COLUMN
C.I.P. CONC. FOOTINGS,
FOUNDATIONS, GRADE
BEAMS SEE STRUCTURE
PRECAST CONC. BEAM
STEEL CABLE GUARDRAIL
METAL
SCREEN
E.I.F.S. CORNICE
PREFIN. MTL. COPING
PREFIN. MTL. D.S.
AND COND. HEAD
E.I.F.S. CORNICE
PREFIN. MTL. COPING
ACCESS HATCH
AND LADDER
ACCESS HATCH
AND LADDER
3"x6" HOLES AT THIRD
POINTS OF DBL T'S, TYP.
PREFIN. MTL. LOUVER,
SEE MECH. DDRAWINGS
F
J
M
Q
±0"
+16'
+26'-6"
+37'
+47'-6"6'-10"6'-10"3
A204
2
A204
1
A204
FIFTH FLOOR
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
STRUCTURAL
PRECAST CONC.
WALLS
PRECAST CONC.
FRAMING MEMBERS
PRECAST CONC.
DOUBLE TEES W/
3" TOPPING SLAB
PREFIN. CONDUCTOR
HEAD AND D.S.
SLAB ON GRADE
SEE STRUCTURE
OPEN TO
PROPOSED
LOBBY
LINE OF
PROPOSED
BLDG. K
LINE OF
PROPOSED
BLDG. RW
STRUCTURAL
PRECAST CONC. WALLS
STRUC. PRECAST
W/ DIRECT APPLIED
FINISH SYSTEM
PREFIN. GUTTER
AND D.S.
EIFS CORNICE
3"x6" HOLES AT THIRD
POINTS OF DBL T'S, TYP.
OPEN TO
PROPOSED
BLDG.
OPEN TO
PROPOSED
BLDG.
OPEN TO
PROPOSED
LOBBY
OPEN TO
PROPOSED
LOBBY
OPEN TO
PROPOSED
LOBBY
OPEN TO
ELEVATOR
LOBBY
OPEN TO
ELEVATOR
LOBBY
OPEN TO
ELEVATOR
LOBBY
EXHAUST, SEE MECH.
PAINTED
CMU WALLS
PRECAST
SPANDREL
PREFIN. MTL. FASCIA
PREFIN. MTL. LOUVER,
SEE MECH DWGS.
ALUM.
STOREFRONT/
ENTRY TO ELEV.
LOBBY
PREFIN. GUTTER AND D.S.
FAN ROOM WALL, SEE
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 J M Q
±0"
+16'
+26'-6"
+37'
3
A204
1
A204
2
A204
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
OPEN OPEN
STORM DETENTION
BASIN
ALTERNATE NO. 3
PARCEL 7-C-11
PRECAST CONC.
LITE WALL
PRECAST CONC.
FRAMING MEMBERS
PRECAST CONC.
DOUBLE TEES W/
3" TOPPING SLAB
C.I.P. CONC. FOOTINGS,
FOUNDATIONS, GRADE
BEAMS, AND SLABS ON
GRADE SEE STRUCTURE
PRECAST CONC. COLUMN
3"x6" HOLES AT THIRD
POINTS OF DBL T'S, TYP.
PRECAST CONC. DOUBLE
TEES W/ 3" TOPPING SLAB
W/ ALTERNATE NO. 3,
STORM DETENTION BASIN
LIGHT FIXTURE, REF.
ELEC. DWGS.
TERMINATE TOP OF
PRECAST CONC. LITE
WALL FLUSH WITH TOP
OF DOUBLE TEE
SCALE: 1/8" = 1'-0"2Bldg. PW- South Wall looking South
SCALE: 1/8" = 1'-0"3Bldg. PW- North Wall looking North
SCALE: 1/8" = 1'-0"1Bldg. PW- EW Building Section