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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:
Project Number:
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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
A305
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ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN,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:
6" CONC. SLAB, OVER 6" DRAINAGE
COURSE, OVER GOETEXTILE FABRIC,
SEE STRUCTURAL
CONCRETE WALL, SEE STRUCTURAL
WATERPROOFING MEMBRANE
CONCRETE FOOTING, SEE STRUCTURAL
CONCRETE SLAB,
SEE STRUCTURAL
PRECAST CONC. DOUBLE TEE, W/ 3"
TOPPING SLAB, SEE STRUCTURAL
UNEXCAVATED
FOOTING DRAIN, SEE PLUMBING
THICKENED SLAB,
SEE STRUCTURAL
8" CMU WALL
2 1/2" COMPRESSABLE
FILLER BETWEEN CMU
WALLAND SLAB ABOVE
COILING O.H. DOOR
GALV. STEEL ANGLES,
SEE STRUCTURAL
SEE SHEET A601
FOR HEAD DETAIL
SCALE: 3/8" = 1'-0"4PW STORAGE RM. WALL SECTION
Q.1 P.9Q
10
A602
8
A602
-1'-4"
±0"
+5'-6"
+16'-0"
+26'-6"
+37'-0"
+42'-1 3/8"5'-6"10'-6"10'-6"10'-6"5'-1 3/8"2
1'-7" CONC. SLAB, OVER 9" DRAINAGE
COURSE, OVER GOETEXTILE FABRIC,
ALTERNATE NO. 3, SEE STRUCTURAL
CONC. FOUNDATION WALL,
SEE STRUCTURAL
LOC. OF CONC. PILE CAP/ GRADE BEAM
WITH ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
M9
PRECAST DOUBLE TEE, W/ 3" CONC.
TOPPING, SEE STRUCTURAL, 6" SLAB ON
GRADE W/ ALTERNATE NO. 3- STORM
DETENTION BASIN
PRECAST CONC. FRAMING
MEMBER, SEE STRUCTURAL
B1
PREFIN. METAL SCREENING
STEEL CABLE GUARDRAILING,
SEE STRUCTURAL
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
SITE PAVING, SEE CIVIL
LOC. OF CONC. PILE CAP/ GRADE BEAM W/
O ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
T.O. PRECAST
LANDING
FIRST FLOOR
SCALE: 3/8" = 1'-0"1PW EAST WALL SECTION
P
±0"
+5'-6"
+16'
+26'-6"
+37'5'-6"10'-6"10'-6"10'-6"+42'-1 3/8"5'-1 3/8"PRECAST CONC. HAUNCH,
SEE STRUCTURAL
PRECAST CONC. DBL. TEE W/
3" CONCRETE TOPPING SLAB,
SEE STRUCTURAL
PRECAST CONC. DBL. TEE W/
3" CONCRETE TOPPING SLAB,
SEE STRUCTURAL
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
LANDING
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
A17
B5
1'-7" CONC. SLAB, OVER 9" DRAINAGE
COURSE, OVER GOETEXTILE FABRIC,
ALTERNATE NO. 3, SEE STRUCTURAL
CONC. FOUNDATION WALL,
SEE STRUCTURAL
LOC. OF CONC. PILE CAP/ GRADE BEAM
WITH ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
SITE PAVING, SEE CIVIL
LOC. OF CONC. PILE CAP/ GRADE BEAM W/
O ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
FIRST FLOOR
T.O. PRECAST
SCALE: 3/8" = 1'-0"2PW SE CORNER 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.
2
±0"
+5'-6"
+16'
+26'-6"
+37'
+42'-1 3/8"5'-6"10'-6"10'-6"10'-6"5'-1 3/8"PRECAST CONC. DBL. TEE W/
3" CONCRETE TOPPING SLAB,
SEE STRUCTURAL
PRECAST CONC. DBL. TEE W/
3" CONCRETE TOPPING SLAB,
SEE STRUCTURAL
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
A19
B6
1'-7" CONC. SLAB, OVER 9" DRAINAGE
COURSE, OVER GOETEXTILE FABRIC,
ALTERNATE NO. 3, SEE STRUCTURAL
CONC. FOUNDATION WALL,
SEE STRUCTURAL
LOC. OF CONC. PILE CAP/ GRADE BEAM
WITH ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
SITE PAVING, SEE CIVIL
LOC. OF CONC. PILE CAP/ GRADE BEAM W/
O ALTERNATE NO. 3- STORM DETENTION
BASIN, SEE STRUCTURAL
LANDING
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
FIRST FLOOR
T.O. PRECAST
1'-0"8"T/WALL +49'
8" WIDE CONC. CURB, SEE STRUCTURAL
PRECAST CONC. DOUBLE TEE, W/ 3"
TOPPING SLAB, SEE STRUCTURAL
GALV. STEEL ANGLES, SEE STRUCTURAL
8" CFS MTL. STUDS @ 16" O.C., SEE
STRUCTURAL
5/8" EXT. SHEATHING W/DIRECT APPLIED
FINISH SYSTEM
10" CFS MTL. JOISTS @ 16" O.C., SEE STRUCTURAL
1-1/2" MTL. DECKING, SEE STRUCTURAL
5/8" DENS DECK UNDERLAYMENT BD.
4" PREFIN. MTL. GUTTER
5/8" EXT. SHEATHING W/DIRECT APPLIED
FINISH SYSTEM
MEMBRANE ROOFING
MEMBRANE FLASHING ON PRECAST WALL PANEL BEYOND
GRAVEL STOP
FASCIA
PRECAST WALL
PANEL
LIQUID APPLIED WEATHER BARRIER OVER
5/8" EXT. SHEATHING
3/4" EIFS
T/WALL +49'
PRECAST WALL
PANEL
8" WIDE CONC. CURB,
SEE STRUCTURAL
PRECAST CONC. DOUBLE TEE, W/ 3"
TOPPING SLAB, SEE STRUCTURAL
GALV. MTL. EDGE TRIM
5/8" EXT. SHEATHING W/DIRECT APPLIED
FINISH SYSTEM
10" CFS MTL. JOISTS @ 16" O.C.,
SEE STRUCTURAL
5/8" EXT. SHEATHING W/DIRECT
APPLIED FINISH SYSTEM
LIQUID APPLIED WEATHER BARRIER OVER
5/8" EXT. SHEATHING 3/4" EIFS
CFS BOX
HEADER, SEE
STRUCTURAL
GRAVEL STOP
FASCIA
PRECAST WALL
PANEL BEYOND
MECH. LOUVER,
SEE MECHANICAL
DRAWINGS
1-1/2" MTL. DECKING, SEE STRUCTURAL
5/8" DENS DECK UNDERLAYMENT BD.
MEMBRANE ROOFING
MEMBRANE FLASHING ON PRECAST WALL PANEL BEYOND
EXTEND MEMBRANE FLASHING UP
OVER TOP OF PRECAST WALL
PANEL
PRECAST WALL
PANEL BEYOND
GRAVEL STOP
FASCIA
EIFS STARTER
TRACK
8" CFS STUD
TRACK
8" CFS MTL. STUDS @ 16"
O.C., SEE STRUCTURAL
SCALE: 3/8" = 1'-0"3PW SE CORNER WALL SECTION
SCALE: 3/8" = 1'-0"5Fan Room Section
SCALE: 3/8" = 1'-0"6Fan Room Section
ADD ALTERNATE
NO. 8A & 8B