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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
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
A306
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ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN,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:
Q
6
A505
7
A505
8
A505
9
A505
0'-0"
+10'-9"
+21'-3"
+31'-9"
+47'
6
6
5
6" CONC. SLAB ON GRADE,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
CONCRETE PILE CAP/ GRADE BEAM
BEYOND, SEE STRUCTURAL
ALUM. STOREFRONT DOOR
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING, W/ 2"
TOPPING SLAB, SEE STRUCTURAL
ALUM. STOREFRONT WIN.
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING, W/ 2"
TOPPING SLAB, SEE STRUCTURAL
ALUM. STOREFRONT WIN.
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING, W/ 2"
TOPPING SLAB, SEE STRUCTURAL
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
ALUM. STOREFRONT WIN.
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
SLOPED STRUCTURAL PRECAST
ROOF, SEE STRUCTURAL
BRICK VENEER BEYOND
4" CMU BELOW GRADE BEYOND
DIRECT APPLIED FINISH
SYSTEM OVER 5/8" EXT.
SHEATHING
PAINTED
STEEL
CHANNEL,
SEE STRUC.
PAINTED
TIE ROD, SEE
STRUCTURAL
STEEL DECK, SEE
STRUCTURAL
ROOFING MEMBRANE
OVER SLOPED P.T.
PLYWOOD
E.I.F.S. TRIM
E.I.F.S.
E.I.F.S. BEYOND
E.I.F.S.
E.I.F.S. BEYOND
E.I.F.S.
PREFIN. MTL. FACIA
SITE PAVING, SEE CIVIL
PRECAST HAUNCH, SEE STRUC.
FIRST FLOOR
LANDING
LANDING
LANDING
T.O. PRECAST ROOF
DIRECT APPLIED FINISH SYSTEM
OVER STRUC. PRECAST CONC.
E.I.F.S. CORNICE
SCALE: 3/8" = 1'-0"2PW STAIR WALL SECTION
QQ.1
0'-0"
+16'
+26'-6"
+37'
+40'-9"16'-0"10'-6"10'-6"3'-9"3"
6" CONC. SLAB ON GRADE,
OVER 6" DRAINAGE COURSE,
SEE STRUCTURAL
CONCRETE PILE CAP/ GRADE BEAM
BEYOND, SEE STRUCTURAL
10" STRUC. PRECAST CONC.
WALL, SEE STRUCTURAL
LINE OF BLDG. RW SHAFT
WALL, FUTURE BID PACKAGE
GEOTEXTILE FABRIC, SEE STRUCTURAL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
T.O. PRECAST
3" TOPPING SLAB OVER
PRECAST CONC. DOUBLE TEES,
SEE STRUCTURAL
10" STRUCTURAL PRECAST
CONC. WALL, SEE STRUCTURAL
LINE OF BLDG. RW DIMISING
WALL, FUTURE BID PACKAGE
SEE SECOND FLOOR
FOR TYP. NOTES
SEE SECOND FLOOR
FOR TYP. NOTES
P.9
SCALE: 3/8" = 1'-0"4PW/RW WALL SECTION
QQ.1 P.9
RAMP VARIES
6" CONC. SLAB ON GRADE RAMP,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
CONCRETE PILE CAP/ GRADE BEAM
BEYOND, SEE STRUCTURAL
10" PRECAST CONC. WALL,
SEE STRUCTURAL
LINE OF BLDG. RW SHAFT WALL,
FUTURE BID PACKAGE
WATERPROOFING
SCALE: 3/8" = 1'-0"5PW/RW PARTIAL 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.
1515.1
±0"
+16'
+26'-6"
+37'
+40'-9"16'-0"10'-6"10'-6"3'-9"3'-6"10'-0"6" CONC. SLAB ON GRADE,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
LINE OF FUTURE BUILDING
CONCRETE PILE CAP/ GRADE BEAM,
SEE STRUCTURAL
10" PRECAST CONC. WALL
BEYOND, SEE STRUCTURAL
STRUCTURAL PRECAST CONC.
SPANDREL, SEE STRUCTURAL
3" TOPPING SLAB OVER
PRECAST CONC. DOUBLE
TEES, SEE STRUCTURAL
10" PRECAST CONC. WALL
BEYOND, SEE STRUCTURAL
STRUCTURAL PRECAST CONC.
SPANDREL, SEE STRUCTURAL
FIRST FLOOR
PW SECOND FLOOR
PW THIRD FLOOR
PW FOURTH FLOOR
SEE SECOND FLOOR
FOR TYP. NOTES
LINE OF FUTURE BUILDING
T.O. PRECAST
10" PRECAST CONC. WALL
BEYOND, SEE STRUCTURAL
ELEVATOR SHAFT WALL
STEPS BACK 2 1/4" HERE
PRECAST WALL FOR
ELEVATOR SHAFT BEYOND
PAINTED GALV. GUARDRAIL8-0"3'-0"5'-9"7'-6"2'-9"SCALE: 3/8" = 1'-0"1PW/LOBBY WALL SECTION
SCALE: 1:132.65 33D- CUTAWAY REF. TO 1/307
STRUCTURAL PRECAST WALL
DIRECT APPLIED FINISH
SYSTEM OVER 5/8" EXT.
SHEATHING
PAINTED
STEEL
CHANNEL,
SEE STRUC.
PAINTED
TIE ROD, SEE
STRUCTURAL
STEEL ANGLE, SEE
STRUCTURAL
STEEL DECK, SEE
STRUCTURAL
ROOFING MEMBRANE
OVER SLOPED P.T. PLYWOOD
E.I.F.S.
E.I.F.S.
E.I.F.S. BEYOND
E.I.F.S.
E.I.F.S. BEYOND
E.I.F.S.
6" CONC. SLAB ON GRADE,
OVER 6" DRAINAGE COURSE,
OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
ALUM. STOREFRONT DOOR
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING,
SEE STRUCTURAL
ALUM. STOREFRONT WIN.
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING,
SEE STRUCTURAL
ALUM. STOREFRONT WIN.
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
PRECAST HAUNCH, SEE STRUC.
PRECAST STAIR LANDING,
SEE STRUCTURAL
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
ALUM. STOREFRONT WIN.
STRUCTURAL PRECAST SPANDREL,
SEE STRUCTURAL
ROOFING MEMBRANE OVER 3" RIGID INSUL.
OVER SLOPED STRUCTURAL PRECAST
ROOF, SEE STRUCTURAL
6
6
5
DIRECT APPLIED FINISH
SYSTEM OVER STRUCT.
PRECAST CONC.
BRICK VENEER