HomeMy WebLinkAboutA304 Wall Sections.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:
Project Number:
Last Revision Date:
Print Date
Drawn By Checked By
Sheet Issue DateParking Garage West, 7-C-3Underground Detention Basin, Parcel 7-C-11PEDCOR DESIGN GROUP
PARCEL 7-C-3,
PARCEL 7-C-11
A304
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ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN,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:
1 1.1
10
A602
8
A602
-1'-4"
±0"
+5'-6"
+16'
+26'-6"
+37'
+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,
SEE STRUCTURAL, ALT. NO. 3, PARCEL-7-11
CONC. FOUNDATION WALL,
SEE STRUCTURAL
CONC. PILE CAP/ GRADE BEAM,
SEE STRUCTURAL
CONC. PILASTER BEYOND,
SEE STRUCTURAL
PRECAST DOUBLE TEE STEM
BEYOND, SEE STRUCTURAL
(ALTERNATE NO. 3)
3" CONC. TOPPING,
SEE STRUCTURAL
STEEL CABLE GUARDRAIL,
SEE STRUCTURAL
PRECAST CONC. COLUMN
BEYOND, SEE STRUCTURAL
SITE PAVING,
SEE CIVIL
PREFIN. METAL SCREENING
C3
B1
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
SEE FIRST FLOOR FOR TYP. NOTES
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
NOTCH PROFILE DETAIL IN PRECAST
FOR MTL. SCREEN FRAME
BEYOND
M9
LOC. OF PILE CAP/ GRADE BEAM, W/O
ALTERNATE NO. 3- STORM DETENTION
BASIN
6" SLAB ON GRADE W/O
ALTERNATE NO. 3- STORM
DETENTION BASIN
T.O. PRECAST
1 1.1
-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"PRECAST DOUBLE TEE, W/ 3" CONC.
TOPPING, SEE STRUCTURAL
C3
PRECAST CONC. COLUMN,
SEE STRUCTURAL
PRECAST HAUNCH, SEE STRUCTURAL
B1
SLEEVES FOR STEEL CABLE
GUARDRAIL, SEE STRUCTURAL
SEE FIRST FLOOR FOR TYP. DETAILS
SEE FIRST FLOOR FOR TYP. DETAILS
SEE FIRST FLOOR FOR TYP. DETAILS
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
1'-7" CONC. SLAB, OVER 9" DRAINAGE
COURSE, OVER GOETEXTILE FABRIC,
SEE STRUCTURAL, ALT. NO. 3, PARCEL-7-11
CONC. FOUNDATION WALL,
SEE STRUCTURAL
CONC. PILE CAP/ GRADE BEAM,
SEE STRUCTURAL
PRECAST DOUBLE TEE STEM
BEYOND, SEE STRUCTURAL
(ALTERNATE NO. 3)
SITE PAVING,
SEE CIVIL
LOC. OF PILE CAP/ GRADE BEAM, W/O
ALTERNATE NO. 3- STORM DETENTION
BASIN
6" SLAB ON GRADE W/O
ALTERNATE NO. 3- STORM
DETENTION BASIN
T.O. PRECAST
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.
SCALE: 3/8" = 1'-0"1PW SOUTH WALL SECTION
NOT TO SCALE 23d-CUTAWAY REFERENCE TO 1/304
SCALE: 3/8" = 1'-0"3PW SOUTH WALL SECTION
NOT TO SCALE 43d-CUTAWAY REFERENCE TO 3/304
M9
C3
B1
M9
C3
B1
GRADE LINE
GRADE LINE
2
ADD ALTERNATE
NO. 8A & 8B
ADD ALTERNATE
NO. 8A & 8B
ADD ALTERNATE
NO. 8A & 8B