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T100 Title Sheet.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 T100 Title Sheet 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES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: VICINITY MAP: SITE MAP: CONSTRUCTION MANAGER:BUILDING OWNER: PEDCOR DESIGN GROUP 355 CITY CENTER DRIVE CARMEL, INDIANA 46032 PHONE: (317)
705-7979 FAX: (317) 705-7980 ARCHITECT: MCCOMAS ENGINEERING, INC. 1717 EAST 116TH STREET SUITE 200 CARMEL, INDIANA 46032 PHONE: (317) 580-0402 FAX: (317) 582-0766 STRUCTURAL ENGINEER:
CSO 280 EAST 96TH STREET SUITE 100 INDIANAPOLIS, INDIANA 46240 PHONE: (317) 848-7800 FAX: (317) 574-0957 CIVIL ENGINEER & LANDSCAPE: SIGNATURE CONSTRUCTION ONE PEDCOR SQUARE 720
3RD AVENUE S.W. CARMEL, INDIANA 46032 PHONE: (317) 817-0360 FAX: (317) 817-0362 SHEET INDEX T100 Title Sheet Civil and Landscape Documents 1 of 1 Situation Survey
C100 Site Preparation Plan C200 Site Layout Plan C201 Alternate Bid Permeable Paving Plan C300 Grading and Storm Drainage Plan C400 Site Utility Plan C500 Erosion
& Water Quality Plan C600 Site Details C601 Site Details Structural Documents S101A PW Parking Garage - Area A - Foundation Plan S102B PW Parking Garage - Area B
- Foundation Plan S201B PW Parking Garage - Area B - First Floor Framing Plan S202A PW Parking Garage - Area A - Second Floor Framing Plan S202B PW Parking Garage - Area
B - Second Floor Framing Plan S203A PW Parking Garage - Area A - Third Floor Framing Plan S203B PW Parking Garage - Area B - Third Floor Framing Plan S204A PW Parking
Garage - Area A - Fourth Floor Framing Plan S204B PW Parking Garage - Area B - Fourth Floor Framing Plan S205A PW Parking Garage - Area A - Fifth Floor Framing Plan S301
Roof Framing Plan S401 General Notes S402 Sections and Details S403 Sections and Details S404 Sections and Details S405 Sections and Details
S406 Sections and Details S407 Sections and Details S408 Sections and Details S409 Sections and Details S410 Sections and Details S411 Sections
and Details S412 Sections and Details S413 Sections and Details S601 Schedules Architectural Documents A101 First Floor Plan - Base Bid A101.1 First Floor
Plan - Alternate A101A PW First Floor Plan - Area A A101A.1 PW First Floor Plan - Area A Alternate A101B PW First Floor Plan - Area B A102 Second Floor Plan A102A
PW 2nd Floor Plan - Area A A102B PW 2nd Floor Plan - Area B A103 Third Floor Plan A103A PW 3rd Floor Plan - Area A A103B PW 3rd Floor Plan - Area B A104
PW-RW Fourth Floor Plan A104A PW 4th Floor Plan - Area A A104B PW 4th Floor Plan - Area B A105 Fifth Floor Ramp/Roof Plan A105A PW 5th Floor Ramp/Roof
Plan - Area A A105B PW 5th Floor Ramp/Roof Plan - Area B A201 Building Elevations A202 Building Elevations A203 Enlarged Elevations A204 Interior Elevations
A205 Interior Elevations A301 Wall Sections A302 Wall Sections A303 Wall Sections A304 Wall Sections A305 Wall Sections A306 Wall Sections
A401 Stair Drawings A402 Elevator Drawings A501 Architectural Precast Pieces A502 Architectural Precast Pieces A503 Plan Details A504 Section
Details A505 Section Details A601 Door Schedule and Details A602 Window Elevations and Sections MEP Documents M001 Symbols and Abbreviations Sheet M201
First Floor Mechanical Plan M201A First Floor Mechanical Plan Alternate Bid M202 Second Floor Mechanical Plan M203 Third Floor Mechanical Plan M204 Fourth Floor
and Upper Floor Mechanical Plans M501 Mechanical Details, Sections and Schedules M502 Mechanical Sections P101 Underfloor Plumbing Plan P201 First Floor Plumbing/Fire
Protection Plan P202 Second Floor Plumbing/Fire Protection Plan P203 Third Floor Plumbing/Fire Protection Plan P204 Fourth Floor Plumbing/Fire Protection Plan P205
Upper Floor Plumbing/Fire Protection Plan P501 Plumbing/Fire Protection Details and Schedules E001 Electrical Symbols and Abbreviations Sheet E201 First Floor
Electrical Plan Base Bid E201A First Floor Electrical Plan Alt. Bid E202 Second Floor Electrical Plan E203 Third Floor Electrical Plan E204 Fourth Floor Electrical
Plan E205 Upper Floor Electrical Plan E501 Electrical Enlarged Plan E502 Electrical Enlarged Plans E601 Electrical Schedules and One-line Diagrams Sheet PARKING
GARAGE WEST, 7-C-3 UNDERGROUND DETENTION BASIN, 7-C-11 PARCEL 7C !"#$%&#’(&&" )*++,’& L'ACQUIS CONSULTING ENGINEERS 280 EAST 96TH STREET SUITE 280 INDIANAPOLIS, INDIANA 46240 PHONE:
(317) 706-2075 FAX: (317) 706-2076 MECHANICAL, PLUMBING, ELECTRICAL ENGINEER: BID SET SITE MAP SITE PHONE: 317.571-2787 (ARTS) 30 West Main Street, Carmel, Indiana 46032 Carmel Redevelopment
Commission Suite 220 LLC
A101 First Floor Plan Base Bid.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: VILLAGE ON THE GREEN-PARCEL 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A101 First Floor Plan Base Bid !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,&
%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!8
%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%%
,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$"
+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-8
%#,&#-,-2’1#$5 BID SET EJD LGA 4/15/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* EXISTING ENERGY CENTER
OPEN YARD EXISTING ENERGY CENTER RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6 8.6 9.4 12.5 14 15 10.1 2.9 2 A302 4 A302 1 A304 3 A304 1 A305 4 A306 1 A306 3 A301 1 A301 4 A305
2 A305 5 A306 2 A306 1 A302 1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 RAMP UP RAMP UP RAMP UP LIMIT OF WORK PARCEL 7-C-3 PARKING GARAGE LIMIT OF WORK PARCEL
7-C-9 FOUNDATIONS FOR MONON LOFTS BLDG. (ALT. NO. 1) ALTERNATE NO. 6 ELEVATORS Parking PW-100 Parking Ramp PW-100 Parking Ramp PW-100 Parking Ramp ELEC. RM. PW-104 COMPACT FILL Storage
PW-106 STAIR-1 PW-101 STAIR-2 PW-102 TRASH RM. PW-107 WATER RISER RM. PW-103 SERVER RM. PW-105 ELEV. MACH. RM PW-108 ELEV. LOBBY PW-109 ELEV. 1ELEV. 2 2 A201 3 A305 2 A204 3 A204 1
A204 3 A303 1 A303 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11 FUTURE BUILDING FUTURE BUILDING FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE
MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF !"#$%&’( EXISTING ENERGY CENTER YARD SCALE: 1/16" = 1'-0" 1 FIRST FLOOR OVERALL PLAN A-101A 1 A-101B 1
A101.1 First Floor Plan Alternate.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A101.1 First Floor Plan Alternate !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3
’/%!"+%-.("#!+(!%-,&%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’,
’/%(’**’,%1-7%(’23.#4"!8%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8
-,&%2+&(’.%&+$#4,%4.’)25%%,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6
#!+&8 2"’!’4.-2"+&8%2)61#$"+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"!
>??@%:-*+$%.5%$!)!;*-,8%-#-8%#,&#-,-2’1#$5 BID SET EJD LGA 4/15/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%&
’()%#* EXISTING ENERGY CENTER OPEN YARD EXISTING ENERGY CENTER RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6 8.6 9.4 12.5 14 15 10.1 2.9 R 15' R 10' 2 A302 4 A302 1 A304 3 A304
1 A305 4 A306 1 A306 3 A301 1 A301 4 A305 2 A305 5 A306 2 A306 1 A302 1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 RAMP UP RAMP UP RAMP UP LIMIT OF WORK PARCEL
7-C-3 PARKING GARAGE LIMIT OF WORK PARCEL 7-C-9 FOUNDATIONS FOR MONON LOFTS BLDG. (ALT. NO. 1) LIMIT OF WORK ALTERNATE NO. 2, PARCEL 7-C-8 ALTERNATE NO. 6 ELEVATORS Parking PW-100 Parking
Ramp PW-100 Parking Ramp PW-100 Parking Ramp ELEC. RM. PW-104 COMPACT FILL Storage PW-106 STAIR-1 PW-101 STAIR-2 PW-102 TRASH RM. PW-107 WATER RISER RM. PW-103 SERVER RM. PW-105 ELEV.
MACH. RM PW-108 ELEV. LOBBY PW-109 ELEV. 1ELEV. 2 2 A201 3 A305 2 A204 3 A204 1 A204 3 A303 1 A303 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9
7-C-11 FUTURE BUILDING FUTURE BUILDING FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF !"#$%&’( EXISTING ENERGY CENTER YARD SCALE: 1/16"
= 1'-0" 1 FIRST FLOOR ALTERNATE OVERALL PLAN A-101A 1 A-101B 1
A102 Second Floor Plan.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A102 Second Floor Plan 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: FUTURE BUILDING FUTURE BUILDING FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF KEY PLAN
EXISTING ENERGY CENTER YARD M8 RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6 8.6 9.4 12.5 14 15 10.1 2.9 2 A302 4 A302 1 A304 3 A304 1 A305 4 A306 1 A306 3 A301 1 A301 2 A305 2
A306 1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 36'-0" RAMP UPRAMP DOWN PROVIDE WATERPROOF ON TOPPING SLAB NORTH OF THIS LINE FOR ALTERNATE BID NO. 2 Parking
PW-200 Parking Ramp Parking Ramp STAIR-1 PW-201 STAIR-2 PW-202 Parking PW-200 Parking PW-200 Parking PW-200 Riser RM 203 ELEV. LOBBY PW-209 ELEV. 1ELEV. 2 2 A201 3 A305 2 A204 3 A204
1 A204 3 A303 1 A303 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 SCALE: 1/16" = 1'-0" 1 SECOND FLOOR OVERALL PLAN A-102A 1 A-102B 1
A103 Third Floor Plan.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A103 Third Floor Plan 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: FUTURE BUILDING FUTURE BUILDING FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF KEY PLAN
EXISTING ENERGY CENTER YARD RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6 8.6 9.4 12.5 14 15 10.1 2.9 2 A302 4 A302 1 A304 3 A304 1 A305 4 A306 1 A306 3 A301 1 A301 2 A305 2 A306
1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 2 A201 3 A305 RAMP UPRAMP DOWN Parking PW300 Parking Ramp Parking Ramp STAIR-1 PW-301 STAIR-2 PW-302 Parking PW300
Parking PW300 Parking PW300 Riser RM 303 ELEV. LOBBY PW-309 ELEV. 1ELEV. 2 2 A204 3 A204 1 A204 3 A303 1 A303 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY
PLAN 7-C-9 7-C-11 SCALE: 1/16" = 1'-0" 1 THIRD FLOOR OVERALL PLAN A-103A 1 A-103B 1
A104 PW Fourth Floor Plan.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A104 PW Fourth Floor Plan !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,&%2+&(
’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!8%#,!+
11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%%,’%2-
.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$"+&8%*
’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-8%#,&#
-,-2’1#$5 BID SET EJD LGA 3/31/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* FUTURE BUILDING FUTURE BUILDING
FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF !"#$%&’( EXISTING ENERGY CENTER YARD RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6
8.6 9.4 12.5 14 15 10.1 2.9 2 A302 4 A302 1 A304 3 A304 1 A305 4 A306 1 A306 3 A301 1 A301 2 A305 2 A306 1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 2 A201
3 A305 6 A305 5 A305 RAMP UPRAMP DOWN Stair-3 Parking PW-400 Parking Ramp Parking Ramp STAIR-1 PW-401 STAIR-2 PW-402 Parking PW-400 Parking PW-400 Parking PW-400 ELEV. LOBBY PW-409
ELEV. 1ELEV. 2 FAN RM. PW-410 2 A204 3 A204 1 A204 3 A303 1 A303 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11 SCALE: 1/16" = 1'-0" 1 PW
FOURTH FLOOR PLAN PLAN A-104A 1 A-104B 1
A105 5th Floor Ramp & Roof Plan.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A105 5th Floor Ramp & Roof Plan !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,
&%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!
8%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%
%,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$
"+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-
8%#,&#-,-2’1#$5 BID SET EJD LGA 3/31/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* FUTURE BUILDING FUTURE
BUILDING FUTURE LOBBY FUTURE OFFICE BUILDING 'N' FUTURE MONON LOFTS BUILDING EXISTING ENERGY CENTER ROOF !"#$%&’( EXISTING ENERGY CENTER YARD 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C-
4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11 A-105A 1 A-105B 1 RF F.1 J M H K L N Q.1 QP P.9 3.7 G 1 1.1 2 3 7.6 8.6 9.4 12.5 14 15 10.1 2.9 2 A302 4 A302 1 A304 3 A304 1 A305 4 A306
1 A306 3 A301 1 A301 2 A305 2 A306 1 A402 1 A201 1 A205 3 A201 2 A205 3 A205 1 A202 3 A202 4 A202 5 A202 2 A201 3 A305 6 A305 5 A305 RAMP DOWN OPEN TO BELOW OPEN TO BELOW Stair-3 Parking
Ramp ELEV. 1ELEV. 2 2 A204 3 A204 1 A204 3 A303 1 A303 SCALE: 1/16" = 1'-0" 1 PW FIFTH FLOOR RAMP PLAN PLAN
A201 Building Elevations.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A201 Building 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: 1.1 2.937.69.410.112.51415 1 2 A203 1 A203 ±0" +5'-6" +16' +26'-6" +37' 5'-6"10'-6"10'-6"10'-6" 1 A301 2 A302 4 A302 7 A401 3 A301 1 A302
11 E.I.F.S. CORNICE LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LINE OF EXISTING ENERGY CENTER STOREFRONT LINE OF EXISTING ENERGY CENTER OPENOPEN E.I.F.S. CORNICE TYP. OPEN TYP. OPEN ENBEDS FOR
CANOPY ENBEDS FOR CANOPY LINE OF RAMP INSIDE OPENOPENOPEN BLOCK OUT OPENING 6'-4" WIDE AND 7'-11" ABOVE 0'-0" ON FAR LEFT SIDE OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11"
ABOVE 0'-0" IN THE CENTER OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11" ABOVE 0'-0" ON FAR RIGHT SIDE OF THIS PIECE O.H. DOOR MTL. D.S. AND CON. HEAD BEYOND ROLLED MTL. CAP
BEYOND E.I.F.S. CORNICE E.I.F.S. PANEL MECH. LOUVER, SEE MECH. DWGS. LANDING TYP. OPEN TYP. OPEN EXISTING CONC. WALL SPC SPC SPC REMOVE PORTION OF EXIST. CONC. WALL SPCA7A1A1A1A6A5A4A1A1A1A1A1A1A3A2
A8 A9 A9 A9 A9B A10 A11C9 C10 C11 C8 C8 C8 M1 M1 M1 M3 G F F.1 J M H K L N P.9 P Q 5 A203 ±0" +5'-6" +5'-6" +16' +26'-6" +37' +42'-1 3/8" -1'-4"5'-6"10'-6"10'-6"10'-6"5'-1 3/8" +5'-6"
1 A304 3 A304 3 A303 1 A303 3 A305 2 2 2 2 2 2 2 4 3 PRECAST DOUBLE TEE BEYOND FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR GRADE LINE GRADE LINE GLAZED ALUM. CURTAIN WALL GLAZED
ALUM. CURTAIN WALL T.O. PRECAST A17A19 B6B1B1B1B1B1B1B1 B2 B4 C2C1 C4 C3 C3 C3 C3 C3 C3 C6 M9 M9 M9 M9 M9 M9 M9 M10 M8 M4 M5 LANDING 1 1.1 2 3 3.7 3.9 7.6 8.6 9.4 10.1 12.5 14 15 2
A202 ±0" +16' +26'-6" +37' 3'-6"3'-10" 3'-6"3'-10" 1 A305 2 A305 2 A306 4 A306 2 2 5 6 6 FLOOR SLAB BEYOND FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR LINE OF FUTURE BUILDING
RW GRADE LINE LINE OF FUTURE BUILDING RW SPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPCSPC OPEN OPEN OPEN OPEN A12C7C3C5A18A17 B5 B3 B1 B1 M9 M9 BLOCK OUT OPENING HERE BLOCK OUT OPENING
HERE BLOCK OUT OPENING HERE, 7'-11" ABOVE GRADE, IN LINE W/ OPENING ABOVE PAINTED GALV. STEEL GUARDRAILING PAINTED GALV. STEEL GUARDRAILING LINE OF RAMP INSIDE 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: 1/8" = 1'-0" 1 Bldg. PW-West Elevation SCALE:
1/8" = 1'-0" 2 Bldg. PW- South Elevation SCALE: 1/8" = 1'-0" 3 PW East Elev BASE BID
A202 Building Elevations.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A202 Building 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: 15 4 A505 ±0" +10'-9" +16' +21'-3" +26'-6" +31'-9" +37' 2 A306 5 6 6 BRICK VENEER TYPE 'B' PREFIN. ALUM. STOREFRONT E.I.F.S. PROFILE PAINTED
STEEL SCUPPER PAINTED STEEL CHANNEL, SEE STRUCTURAL PAINTED STEEL TIE ROD, SEE STRUC. ALUM. STOREFRONT WINDOW E.I.F.S. PANEL ALUM. STOREFRONT WINDOW ALUM. STOREFRONT WINDOW E.I.F.S.
CORNICE E.I.F.S. TRIM E.I.F.S. SILL E.I.F.S. BRACKET E.I.F.S. PANEL E.I.F.S. E.I.F.S. PANEL E.I.F.S. BRACKET DIRECT APPLIED FINISH SYSTEM OVER PRECAST DIRECT APPLIED FINISH SYSTEM OVER
PRECAST LANDING LANDING LANDING ,5 E.I.F.S. TRIM E.I.F.S. TRIM BRICK VENEER SOLDIER COURSE TYPE 'B' FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR 1 1.1 2 3 3.7 3.9 7.6 8.6 9.4 10.1
12.5 14 15 2 A202 6 A203 ±0" +16' +26'-6" +37' 3'-6"3'-10" 3'-6"3'-10" 1 A305 2 A305 2 A306 4 A306 2 2 5 6 6A13 FLOOR SLAB BEYOND FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR LINE
OF FUTURE BUILDING RW GRADE LINE LINE OF FUTURE BUILDING RW PREFIN. MTL. RAILING PREFIN. MTL. RAILING PREFIN. MTL. RAILING TYP. OPEN TYP. OPEN TYP. OPEN OPENOPEN A14 A15 BLOCK OUT OPENING
HERE A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A15 A16A18A17 C7C3C5A18A17 B5 B3 B1 B1 M9 M9 BLOCK OUT OPENING HERE BLOCK OUT OPENING HERE BLOCK OUT OPENING HERE, 7'-11"
ABOVE GRADE, IN LINE W/ OPENING ABOVE PAINTED GALV. STEEL GUARDRAILING PAINTED GALV. STEEL GUARDRAILING LINE OF RAMP INSIDE 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. 1415 ±0" +16' +26'-6" +37' 16'-0"10'-6"10'-6" 16'-8"13'-6"13'-6" ±0" +49'-0" 7 7 7 7
FOURTH FLOOR GARAGE THIRD FLOOR GARAGE SECOND FLOOR GARAGE FIRST FLOOR PREFIN. MTL. DOWNSPOUT PREFIN. MTL. FASCIA LINE OF ROOF SLOPE BEYOND PRECAST PANEL WALL OF FAN RM. BEYOND PRECAST
PANEL ALUM. WINDOW PRECAST DOUBLE TEES W/ 3" TOPPING SLAB PAINTED STEEL BOLLARD HOLLOW MTL. DOOR TO ELEV. MACH. RM. PRECAST COLUMN OPENING IN PRECAST PANEL PAINTED GALV. STEEL RAILING
T/ WALL ±0" +16'-8" +30'-2" +43'-8" FOURTH FLOOR FUTURE BLDG. THIRD FLOOR FUTURE BLDG. SECOND FLOOR FUTURE BLDG. FIRST FLOOR 14 15 ±0" +16' +26'-6" 16'-0"10'-6"10'-6" +37' 16'-8"13'-6"13'-6"
FOURTH FLOOR GARAGE THIRD FLOOR GARAGE SECOND FLOOR GARAGE FIRST FLOOR PRECAST PANEL PREFIN. MTL. DOWNSPOUT AND CONDUCTOR HEAD PREFIN. MTL. FASCIA LINE OF ROOF SLOPE BEYOND PRECAST
DOUBLE TEES W/ 3" TOPPING SLAB 8" CMU WALL BEYOND WALL OF FAN RM. MECH. LOUVER, SEE MECH. DWGS. FOURTH FLOOR FUTURE BLDG. THIRD FLOOR FUTURE BLDG. SECOND FLOOR FUTURE BLDG. FIRST FLOOR
±0" +16'-8" +30'-2" +43'-8" J 16'-0"10'-6"10'-6" ±0" +16'-8" +30'-2" +43'-8" 16'-8"13'-6"13'-6" ±0" +16' +26'-6" +37' FOURTH FLOOR GARAGE THIRD FLOOR GARAGE SECOND FLOOR GARAGE FIRST
FLOOR FOURTH FLOOR FUTURE BLDG. THIRD FLOOR FUTURE BLDG. SECOND FLOOR FUTURE BLDG. FIRST FLOOR PREFIN. MTL. DOWNSPOUT AND CONDUCTOR HEAD BEYOND PREFIN. MTL. FASCIA PRECAST PANEL EIFS/
MTL. STUD COVER OVER ELEVATOR OPENING TO FUTURE LOBBY, REF. 1/A402 PAINTED GALV. STEEL RAILING OPEN TO PROPOSED TO LOBBY OPEN TO PROPOSED TO LOBBY OPEN TO PROPOSED TO LOBBY PRECAST
SPANDREL 4 A202 SCALE: 1/4" = 1'-0" 2NE ST AIR ELEV DETAIL SCALE: 1/8" = 1'-0" 1 Bldg. PW-East Elev. Alternate #5 SCALE: 1/8" = 1'-0" 5ELEV ATOR WEST ELEVATION SCALE:
1/8" = 1'-0" 3ELEV ATOR EAST ELEVATION SCALE: 1/8" = 1'-0" 4ELEV ATOR NORTH ELEVATION
A203 Enlarged Elevations.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A203 Enlarged 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: 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 G.2 R 10' 3 A303 1 A303 4 3 PREFIN. MTL. FASCIA E.I.F.S. CORNICE OVER PRECAST PANEL PREFIN. MTL. COPING E.I.F.S. CORNICE OVER PRECAST PANEL ARCH. PRECAST
W/ ACID ETCH FINISH ARCH. PRECAST W/ ACID ETCH FINISH M8M4 M8 E.I.F.S. CORNICE OVER PRECAST PANEL PROPRIETARY DESIGN OF ALLOY CASTING C COPYRIGHT 1999 +8'-6" +10'-0" +12'-8 3/8" 7 A203
OPEN B.O. ARCH T.O. ARCH B.O. CORNICE C8 PREFIN. MTL TRIM, SEE 7/A203 FOR PROFILE PREFIN. MTL ASSEM. #2, W/ INTERNAL LIGHT, SEE 4/A203 PREFIN. MTL. CORNICE PREFIN. BRAKE METAL TRIM,
W/ STAMPED METAL INSET PREFIN. MTL. SNAP CAP PREFIN. MTL. GRILLE IN FRAME, REFER TO A601 PREFIN. MTL ASSEM. #1, SEE 3/A203 PREFIN. MTL. PANEL PROPRIETARY DESIGN OF ALLOY CASTING C COPYRIGHT
1999PROPRIE TARY DESIGN OF ALLOY CASTING C COPYRIGHT 1999 9 3/4" 4 3/8" 5 3/8" 8 1/8" 7/8" R 1'-3" R 9'-11 5/8" 1 A301 EIFS PANEL EIFS TRIM PREFIN. BRAKE METAL TRIM, W/ STAMPED METAL
INSET ARCH. PRECAST PIER W/ THIN BRICK, REFER TO 1/A201 FOR PRECAST # PREFIN. ALUM. SCROLL, KING METAL # 11-508-FWOT PREFIN. ALUM. SCROLL, KING METAL # 11-860-BWOT PREFIN. MTL. CIRCLE,
PREFIN. METAL PANEL M1 PREFIN. MTL. SNAP CAP PREFIN. MTL. GRILLE IN FRAME, REFER TO A601 PREFIN. ALUM. ROSETTE, KING METAL # 11-7 10 1/2"7"8 3/4"1'-6"3 3/4" 4'-0" 3'-9" 2'-1" 8" R 8"
PREFIN. MTL, 3 5/8" DEPTH FROM OUTSIDE FACE OF PRECAST BEAM PREFIN. MTL, 7 5/8" DEPTH AT THIS POINT FROM OUTSIDE FACE OF PRECAST BEAM PREFIN. MTL, 7 5/8" DEPTH FROM OUTSIDE FACE OF
PRECAST BEAM PREFIN. MTL, 10" DEPTH FROM OUTSIDE FACE OF PRECAST BEAM PREFIN. MTL.PLATE W/ WATER JET CUT LETTERS OVER BACKLIT TRANSLUCENT GLASS, 9 1/2" DEPTH FROM OUTSIDE FACE OF PRECAST
BEAM PREFIN. MTL TRIM PREFIN. MTL CROWN PREFIN. MTL, 4" DEPTH AT THIS POINT FROM OUTSIDE FACE OF PRECAST BEAM PROPRIETARY DESIGN OF ALLOY CASTING C COPYRI GHT 1 999 1'-4 1/2"5" 1'-9
1/2" 3'-8 3/4" 7'-3 3/4" 2 7/8" 9 1/2" 1'-8" 9 1/2" 2 7/8" 1" 1'-4 3/4" 1'-8" R 1'-2" PREFIN. MTL SURROUND TO OFFSET SCROLL BY 2", 6" TOTAL DEPTH FROM OUTSIDE FACE OF PRECAST BEAM
PREFIN. ALUM. SCROLL, KING METAL # 13-767-2 PREFIN. MTL, 5" DEPTH ON OUTSIDE TRIM, 4" DEPTH ON MAIN BODY FROM OUTSIDE FACE OF PRECAST BEAM PREFIN. MTL OVAL, 5" DEPTH FROM OUTSIDE FACE
OF PRECAST BEAM, CENTER POINT OF OVAL PROTRUDES AN ADDITIONAL 1" PREFIN. ALUM. SCROLL, KING METAL #11-860-BWOT, BACK OF SCROLL TO BE 4" FROM OUTSIDE FACE OF PRECAST BEAM 3"4"2'-11 3/4"4
1/2" 3'-11 1/4" KING METAL PIECE #13-95725-831 PRECAST PIECES, REF. ELEVATIONS 1" SQUARE TUBE 1" SQUARE TUBE PLATE TO ATTATCH TO INBED IN PRECAST 1" SQUARE TUBE PLATE TO ATTATCH TO
INBED IN PRECAST 1" SQUARE TUBE TOP BAR PRECAST PIECES, REF. ELEVATIONS 1/8"2 3/8" 2 1/2" 1/2"1/4" 1/4"1/2" 1/4" 1" 1/2" 1 1/2" 1/4" 3"1/4"1"1/4" 1/2" 7 1/4" R 1/2" R 1" PREFIN. ARCHED
BRAKE METAL TRIM, SEE 2/A203 FOR VERTICAL DIMENSIONS ONLY SCALE: 1/4" = 1'-0" 5ENLARGED ELEV ATION SCALE: 1/2" = 1'-0" 2 3D-Cutaway Ref. to 3/303 SCALE: 1/2" = 1'-0"
1 3D-Cutaway Ref. to 3/303 SCALE: 1 1/2"= 1'-0" 4 3D-Cutaway Ref. to 3/303 SCALE: 1 1/2"= 1'-0" 3 3D-Cutaway Ref. to 3/303 SCALE: 1/2" = 1'-0" 6EAST WALL ALT.HANDRAIL DETAIL
SCALE: 6" = 1'-0" 7MTL. TRIM PROFILE
A204 Interior Elevations.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A204 Interior Elevations !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,&%2+&(’
.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!8%#,!+1
1+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%%,’%2-.
!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$"+&8%*’
&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-8%#,&#-
,-2’1#$5 BID SET EJD LGA 4/15/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* 11.1 12.5 14 3 +26'-6" +37'
+16' ±0" +5'-6" +46'-6" 1 A205 2 A205 3 A205 FIFTH FLOOR FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR STORM DETENTION BASIN ALTERNATE NO. 3 PARCEL 7-C-11 STORAGE OPEN OPEN OPEN
OPEN OPEN OPEN OPEN OPEN OPEN LANDING LOCATION OF PILE CAP/ GRADE BEAM W/O/ ALTERNATE NO. 3 PRECAST CONC. COLUMN PRECAST CONC. SPANDREL NOTCHED INTO CONC. COL. PRECAST CONC. LITE WALLS
EPOXY REBAR GUARDRAILING PRECAST CONC. SHEAR WALL PRECAST CONC. FRAMING MEMBERS PRECAST CONC. DOUBLE TEES W/ 3" TOPPING SLAB PRECAST CONC. WALL C.I.P. CONC. FOOTINGS, FOUNDATIONS,
GRADE BEAMS, AND SLABS ON GRADE SEE STRUCTURE PRECAST CONC. FRAMING MEMBERS PRECAST CONC. DOUBLE TEES W/ 3" TOPPING SLAB PRECAST CONC. COLUMN PREFIN. STAIR RAILING BACK OF PRECAST STAIR
LIGHT FIXTURE, SEE ELECTRICAL DWGS. LIGHT FIXTURE, SEE ELECTRICAL DWGS. LIGHT FIXTURE, SEE ELECTRICAL DWGS. LIGHT FIXTURE, SEE ELECTRICAL DWGS. 8.610.1 36'-0" COMPACT FILL PRECAST CONC.
TRANSFER BEAMW.P. MEMBRANE ON TOPPING SLAB IN THIS AREA FOR ALT. #2 13 23.7 2.9 +26'-6" +37' +16' ±0" +5'-6" 36'-0" 7'-8"7'-4" 2 A205 FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR
STORM DETENTION BASIN ALTERNATE NO. 3 PARCEL 7-C-11 OPENING OPENING LINE OF PROPOSED BLDG. K OPENINGOPENING LANDING LOCATION OF PILE CAP/ GRADEBEAM W/O ALTERNATE NO. 3 PRECAST CONC.
COL.STRUCTURAL PRECAST CONC. WALLS PRECAST CONC. DOUBLE TEES W/ 3" TOPPING SLAB SLAB ON GRADE SEE STRUCTURAL PRECAST CONC. FRAMING MEMBER PRECAST WALLS W/ DIRECT APPLIED FINISH SYSTEM
PREFIN. MTL. SCREENING STEEL CABLE GUARDRAILING PREFIN. GUTTER AND D.S. EXHAUST DUCT, SEE MECH. DWGS. 3.7 1 A205 3 A205 COMPACT FILL STRUC. PRECAST CONC. WALLS W.P. MEMBRANE ON TOPPING
SLAB IN THIS AREA FOR ALT. #2 1.1 2.9 31 ±0" +16' +26'-6" +37' +42'-1 3/8" 36'-0" 7'-11" 3'-0" 6'-0" 4'-1" 6'-0" 4'-1" 6'-0" TYP. 6'-0" TYP. 4'-1 1/2" 6'-0" 1'-0 1/2" STORM RETENTION
BASIN ALT. NO. 3 PARCEL 7-C-11 T.O. PRECAST FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR M7 PRECAST CONC. DOUBLE TEES W/ 3" TOPPING SLAB E.I.F.S. CORNICE PAINTED CMU WALL PRECAST
CONC. COLUMNS E.I.F.S. CORNICE PREFIN. MTL. COPING PREFIN. MTL. CONDUCTOR HEAD PREFIN. MTL. COPING PREFIN. MTL. DOWN SPOUT H.M. DOOR E.I.F.S. CORNICE PREFIN. MTL. COPING SPC SPC SPC
PRECAST PANEL MTL. PANEL OVER MTL STUD INFILL FACE BRICK TYP. OPEN TYP. OPEN OPEN OPEN OPEN OPEN OPEN EXISTING FOUNDATION EXISTING TUNNEL VENTS, SEE MECH. DWGS. SPC PTD. CMU WALL PTD.
CMU WALL PTD. CMU WALL 7.6 9.4 10.1 10.1 1 A205 2 A205 3 A205 COMPACT FILL SLAB ON GRADE W.P. MEMBRANE ON TOPPING SLAB IN THIS AREA FOR ALT. #2 LIMIT OF WORK ALTERNATE NO. 2 OMIT LEVEL
1 FLOOR SLAB ON GRADE IN THIS AREA 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: 1/8" = 1'-0" 1 Bldg. PW- NS Building Section SCALE: 1/8" = 1'-0" 2 Bldg. PW-East Interior Wall Section/Elevation looking East SCALE: 1/8" = 1'-0"
3 Bldg. PW- West Wall Elevation looking West
A205 Interior Elevations.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR 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: FJM HKLNQ G P.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" 2 Bldg. PW- South Wall looking South SCALE: 1/8" = 1'-0" 3 Bldg. PW- North Wall looking North SCALE: 1/8" =
1'-0" 1 Bldg. PW- EW Building Section
A301 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A301 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 +43'-11 1/2" 16'-0"10'-6"10'-6"6'-11 1/2" CONCRETE PILE CAP/ GRADE BEAM, SEE STRUCTURAL FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST
FLOOR SITE PAVING, SEE CIVIL THICKENED TRASH ROOM SLAB, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PRECAST HAUNCH
BEYOND, SEE STRUCTURAL TOP OF PRECAST PANEL PREFIN. BRAKE MTL. CORNICE PRECAST HAUNCH BEYOND, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PRECAST HAUNCH
BEYOND, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PRECAST CONC. COLUMN,
SEE STRUCTURAL 6" PRECAST PANEL NOTCHED INTO COLUMN EIFS CORNICE PREFIN. MTL. COPING C11 C8 M1 SCALE: 3/8" = 1'-0" 3 PW 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 7 A504 6 A504 5 A504 4 A504 +43'-11 1/2" 16'-0"10'-6"10'-6"6'-11
1/2" FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR 6" CONC. CURB BEYOND, SEE STRUCTURAL SITE PAVING, SEE CIVIL 6" SLAB ON GRADE, SEE STRUCTURAL PREFIN. BRAKE METAL TRIM, SEE 7/A203
FOR PROFILE PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PREFIN. ALUM. SCREENING IN FRAME STEEL CABLE GUARDRAIL, SEE STRUCTURAL
TOP OF PRECAST PANEL CONC PILE CAP/ GRADE BEAM, SEE STRUCTURAL 6" MTL. STUD W/ 5/8" EXT . SHEATHING BOTH SIDES 6" PRECAST PANEL PREFIN. BRAKE METAL CORNICE PREFIN. METAL PANEL PREFIN.
BRAKE METAL ASSEM. #1 BEYOND, REF. 3/A203 PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL STEEL CABLE GUARDRAIL, SEE STRUCTURAL 6"
PRECAST PANEL PREFIN. METAL PANEL ACID ETCH ARCH. PRECAST PIER BEYOND BEYOND PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL 6" PRECAST
PANEL EIFS CORNICE EIFS TRIM 4 1/2" THICK EIFS PANEL PREFIN. BRAKE METAL TRIM, W/ STAMPED METAL INSET, PART OF C11 TRIM PREFIN. BRAKE METAL ASSEM. #2 BEYOND, REF. 4/A203 PREFIN. METAL
PANEL PREFIN. ALUM. SCROLL, REF. 1/A203 PREFIN. ALUM. SCROLL BEYOND PREFIN. MTL. COPING PREFIN. BRAKE METAL SNAP CAP BEYOND PREFIN. BRAKE METAL SNAP CAP BEYOND FACE BRICK BEYOND C11
C8 M1 NOT TO SCALE 2 3d Cutaway Reference to 1/301 NOT TO SCALE 4 3D CUTAWAY REFERENCE TO 3/301 SCALE: 3/8" = 1'-0" 1 PW WALL SECTION 6" CONC. CURB, SEE STRUCTURAL 6" CONC. SLAB
ON GRADE, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PREFIN. ALUM. SCREENING IN FRAME STEEL CABLE GUARDRAIL, SEE STRUCTURAL 6" PRECAST PANEL PREFIN.
BRAKE METAL TRIM, SEE 7/A203 FOR PROFILE PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL STEEL CABLE GUARDRAIL, SEE STRUCTURAL 6" PRECAST
PANEL PREFIN. METAL PANEL PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL EIFS TRIM 4 1/2" EIFS PANEL PREFIN. BRAKE METAL TRIM, W/
STAMPED METAL INSET PREFIN. BRAKE METAL TRIM PREFIN. ALUM. SCREENING IN FRAME PRECAST CONC. COLUMN, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PREFIN.
BRAKE MTL. CORNICE 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST
CONC. DOUBLE TEES, SEE STRUCTURAL PRECAST CONC. COLUMN, SEE STRUCTURAL 6" PRECAST PANEL EIFS CORNICE PREFIN. MTL. COPING 6" MTL. STUD W/ 5/8" SHEATHING BOTH SIDES PREFIN. METAL PANEL
EIFS CORNICE PREFIN. BRAKE METAL ASSEM. #2, REF. 4/A203 PREFIN. ALUM. SCROLL, REF. 1/A203 PREFIN. ALUM. SCROLL 6" PRECAST PANEL PREFIN. BRAKE METAL ASSEM. #1, REF. 3/A203 PREFIN. MTL.
COPING PREFIN. BRAKE METAL CORNICE PREFIN. MTL. SNAP CAP BRICK VENEER PREFIN. MTL. PANEL C11 C8 M1 C11 C8 M1
A302 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR 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 W ALL 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 CUT AWAY REFERENCE TO 1/302 SCALE: 3/8"
= 1'-0" 1T rash 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
A303 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A303 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 3 A505 2 A504 +5'-6" 6" CONC. SLAB ON GRADE (T.S.=-4"), OVER 6" DRAINAGE COURSE, OVER GOETEXTILE FABRIC, SEE STRUCTURAL CONC. FOUNDATION
WALL, SEE STRUCTURAL PRECAST CONC. STAIR LANDING W/ 2" TOPPING SLAB PRECAST DOUBLE TEE W/ 3" CONC. TOPPING SLAB FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR PRECAST CONC. WALL,
SEE STRUCTURAL E.I.F.S. CORNICE C1 M5 E.I.F.S. CORNICE PRECAST CONC. ROOF SLAB, SEE STRUCTURAL PREFIN. MTL. FASCIA BEYOND PREFIN. MTL. COPING OVER 3/4" P.T. PLYWOOD PREFIN. MTL. COPING
OVER TREATED PLYWOOD PREFIN. MTL. FASCIA ROOFING MEMBRANE OVER 3" RIGID INSUL., ELEV. VARIES PREFIN. MTL. CONDUCTOR HEAD PREFIN. MTL. DOWNSPOUT BLOCKOUT IN CORNICE AND PRECAST FOR
CONDUCTOR HEAD BLOCKOUT IN CORNICE FOR DOWN SPOUT SEE FIRST FLOOR FOR TYP. NOTES SEE FIRST FLOOR FOR TYP. NOTES SEE FIRST FLOOR FOR TYP. NOTES PAINTED STEEL GUARDRAIL MTL. ACCESS LADDER
6" SLAB ON GRADE W/O ALTERNATE NO. 3 M6 MECH. VENT BEYOND REFER TO MECH. DRAWINGS PREFIN. MTL. LOUVER BEYOND 1 SCALE: 3/8" = 1'-0" 3 PW STAIR WALL SECTION 1 1.1 2 A505 ±0" +16'-0"
+26'-6" +37'-0" +50'-7" +53'-7" 16'-0"10'-6"10'-6"13'-7"3'-0 1/8" FOURTH FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR 6" CONC. SLAB ON GRADE, OVER 6" DRAINAGE COURSE, OVER GOETEXTILE
FABRIC, SEE STRUC. CONC. FOUNDATION WALL, SEE STRUCTURAL BEYOND PRECAST CONC. STAIRS, SEE STRUC. PREFINISHED ALUM CURTAIN WALL SEE FIRST FLOOR FOR TYP. NOTES PREFINISHED ALUM. WINDOW
E.I.F.S. CORNICE PRECAST CONCRETE ROOF SLAB, SEE STRUCTURAL PROVIDE STL. IMBED IN EDGE OF PRECAST WALL FOR CURTAINWALL ATTACHMENT, TYP. AT ALL HORIZONTAL MULLIONS E.I.F.S. WINDOW TRIM
SURROUND E.I.F.S. CORNICE BEYOND E.I.F.S. CORNICE E.I.F.S. BEYOND PEFIN. MTL. COPING OVER 3/4" P.T. PLYWOOD TOP OF PRECAST ROOF TOP OF PRECAST WALL SITE PAVING, SEE CIVIL PAINTED STEEL
GUARDRAIL SEE FIRST FLOOR FOR TYP. NOTES SEE FIRST FLOOR FOR TYP. NOTES M10 M8 C1 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" 1 PW STAIR WALL SECTION NOT TO SCALE 2 3D Cutaway Ref. to 1/303 NOT TO SCALE 4 3D-Cutaway Ref.
to 3/303 M10 E.I.F.S. CORNICE C2 M8 E.I.F.S. CORNICE ROOFING MEMBRANE OVER SLOPED 3" INSUL., OVER SLOPED 8" PRECAST CONC. ROOF SLAB, SEE STRUCTURAL PREFIN. MTL. FASCIA C1 M5 M4
A304 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR 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" 1 PW SOUTH WALL SECTION NOT TO
SCALE 2 3d-CUTAWAY REFERENCE TO 1/304 SCALE: 3/8" = 1'-0" 3 PW SOUTH WALL SECTION NOT TO SCALE 4 3d-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
A305 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR 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" 4
PW STORAGE RM. WALL SECTION Q.1 P.9 Q 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" 1 PW
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" 2 PW 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" 3 PW SE CORNER WALL SECTION SCALE: 3/8" = 1'-0" 5 Fan Room Section SCALE: 3/8" = 1'-0" 6 Fan Room Section ADD ALTERNATE
NO. 8A & 8B
A306 Wall Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR 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" 2 PW 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" 4 PW/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" 5 PW/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. GUARDRAIL 8-0"3'-0" 5'-9" 7'-6"2'-9"
SCALE: 3/8" = 1'-0" 1 PW/LOBBY WALL SECTION SCALE: 1:132.65 3 3D- 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
A401 Stair Drawings.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A401 Stair Drawings 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 20 A401 16 A401 5'-10"10'-6"10'-6"10'-6" 10 RISERS @ 7"=5'-10"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9
RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3" 8 TREADS @ 11"=7'-4" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 4'-1" 9 TREADS
@ 11"=8'-3" LANDING EL. = 31'-9" LANDING EL. = 21'-3" LANDING EL. = 10'-9" FOURTH FLOOR EL. = 37'-0" THIRD FLOOR EL. = 26'-6" SECOND FLOOR EL. = 16'-0" FIRST FLOOR EL. = -0'-4" LANDING
EL. = 5'-6" MECH. INTAKE LOUVER, SEE MECH. DWGS. MECH. FAN AND LOUVER, SEE MECH. DWGS. F.1 G 18 A401 Q 4'-6"9"4'-6" 9'-9" 18'-2" 10" 5'-10" 8 TREADS @ 11"=7'-4" 5'-0" 5'-10" 8 TREADS
@ 11"=7'-4" 5'-0" 1'-0" 1'-0"1'-1 1" 1'-11" 1 401 UP DN DN STAIR-1 F 1 G 17 A401 9 TREADS @11"=8'-3" 5'-3 7/16" 1'-0"1'-1 1" 4'-6"9"4'-6" 9'-9" 1'-11" 7 401 STAIR-2 DN UP GF 1 5'-0"
8 TREADS @ 11"=7'-4" 10" 17'-7 7/16" 4'-6"9"4'-6" 1'-0" 9'-9" 1'-11" 7 401 STAIR-2 DN DN F 1 G 19 A401 10" 17'-7 7/16" 6" 4'-6"9"4'-6" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 1'-0" 5'-0"
8 TREADS @ 11"=7'-4" 5'-3 7/16" 9'-9" 1'-11" 1'-11" 17'-7 7/16" 7 401 STAIR-2 DN UPDN 15 Q 4'-6"9"4'-6" 9'-9" 18'-2" 10" 5'-10" 8 TREADS @ 11"=7'-4" 5'-0" 5'-10" 8 TREADS @ 11"=7'-4"
5'-0" 1'-0" 1'-0" 1'-11" 1'-11" 1 401 UP DN DN STAIR-1 15 Q 5'-10" 8 TREADS @ 11"=7'-4" 5'-0" 18'-2" 10" 4'-6"9"4'-6" 9'-9" 1'-0" 1'-0" 1'-11" 1'-0" 1 401 DN DN STAIR-1 GF 1 G.2 10"
17'-7 7/16" 6" 4'-6"9"4'-6" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 1'-0" 5'-0" 8 TREADS @ 11"=7'-4" 5'-3 7/16" 9'-9" 1'-11" 1'-11" 17'-7 7/16" 7 401 STAIR-2 DN UPDN 1'-4" 9" 7" 2 3/4"
1'-0" 7" 4'-0" 3 15/16" MAX. 7 15/16" MAX. 3'-6" @ FRONT EDGE OF TREAD 3'-0" 11" 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL AT WALL BEYOND 6" MAX. DIAMETER OPENING 2" TOPPING SLAB 1 1/2"
O.D. STEEL TUBE HANDRAIL 1 1/2" O.D. STEEL TUBE GUARDRAIL 1 1/2" O.D. STEEL TUBE POST 3'-6" @ FRONT EDGE OF TREAD 3 15/16" MAX. 7 15/16" MAX. 1'-0" 11" 3'-0" 4'-0" 1 1/2" O.D. STEEL
TUBE HANDRAIL 1 1/2" O.D. STEEL TUBE GUARDRAIL 6" MAX. DIAMETER OPENING PRECAST CONCRETE STAIRS 1 1/2" O.D. STEEL TUBE POST 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL AT WALL BEYOND 7
15/16" MAX. 3 15/16" MAX. 1 1/2" O.D. STEEL GUARDRAIL 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL BEYOND 6" MAX. DIAMETER OPENING 6"x6"x3/8" GALV. EMBED PLATE PRECAST CONCRETE STAIRS 1
1/2" O.D. STEEL TUBE POST Q 20 A401 16 A401 18 A401 10 RISERS @ 6 5/8"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"5'-3"5'-3" 16'-0"10'-6"10'-6"10'-6"
5'-10" 8 TREADS @ 11"= 7'-4" 5'-0" 5'-10" 8 TREADS @ 11"= 7'-4" 5'-0" 5'-10" 8 TREADS @ 11"= 7'-4" 5'-0" 5'-10" 9 TREADS @ 11"= 8'-3" 4-1" +46'-9" T.O. PRECAST EL. = 47'-6" LANDING
EL. = 31'-9" LANDING EL. = 21'-3" LANDING EL. = 10'-9" FOURTH FLOOR EL. = 37'-0" THIRD FLOOR EL. = 26'-6" SECOND FLOOR EL. = 16'-0" FIRST FLOOR EL. = 0'-0" LANDING EL. = 5'-6" OPP.
HAND 15 Q 5'-10" 9 TREADS @ 11"=8'-3" 4'-11" 4'-6"9"4'-6" 9'-9" 1'-0" 1'-11" 1'-11" 19'-0" 1 401 STAIR-1 UP DN GF 1 15'-6 7/16" 9" 1'-4" 17'-7 7/16" 10'-1" 7 401 2 A504 INSUL. CRICKET
UPPER CORNICE CORNICE BELOW RADIUS CORNICE ABOVE NOTCH PRECAST FOR SCUPPER BELOW PLANK SLOPE NOTCH CORNICE FOR SCUPPER BELOW 15 Q 1 401 SLOPE TO GUTTER D.S. +37' +47'-6" 3" CONC. TOPPING
SLAB OVER PRECAST DOUBLE T'S STEEL BOLLARD PRECAST CONC. STAIR MTL. GUARDRAIL PRECAST DOUBLE T STEM BEYOND MTL. HANDRAIL MTL. GUARDRAIL C.I.P. CONC. CURB PRECAST CONC. WALL BEYOND 12.5
M 4'-6" 16'-6" 4'-0"4'-0" 15 A401 UP OPENING ABOVE M 4'-10"3'-7" 4'-0"4'-0" 12'-6" 7'-7" 15 A401 DN OPENING IN FLOOR 8" WIDE CURB, 4" ABOVE NORTHERN SIDE FLOOR HANDRAIL GUARDRAIL SCALE:
1/4" = 1'-0" 7 STAIR 2- Section SCALE: 1/4" = 1'-0" 3 STAIR 1-Second Floor Plan SCALE: 1/4" = 1'-0" 8 STAIR 2-First Floor Plan SCALE: 1/4" = 1'-0" 11 STAIR 2- Fourth
Floor Plan SCALE: 1/4" = 1'-0" 9 STAIR 2-Second Floor Plan SCALE: 1/4" = 1'-0" 4 STAIR 1-Third Floor Plan SCALE: 1/4" = 1'-0" 5 STAIR 1- Fourth Floor Plan SCALE: 1/4"
= 1'-0" 10 STAIR 2-Third Floor Plan SCALE: 3/4" = 1'-0" 19 STAIR RAIL DETAIL SCALE: 3/4" = 1'-0" 17 STAIR RAIL DETAIL SCALE: 3/4" = 1'-0" 20 STAIR RAIL DETAIL SCALE:
3/4" = 1'-0" 18 STAIR RAIL DETAIL SCALE: 3/4" = 1'-0" 16 STAIR RAIL DETAIL SCALE: 1/4" = 1'-0" 1 STAIR 1- Section SCALE: 1/4" = 1'-0" 2 STAIR 1-First Floor Plan
SCALE: 1/4" = 1'-0" 12 STAIR 2- Roof Plan SCALE: 1/4" = 1'-0" 6 STAIR 1- Roof Plan SCALE: 1/4" = 1'-0" 15 STAIR 3- Section SCALE: 1/4" = 1'-0" 13 STAIR 3- Fourth
Floor Plan SCALE: 1/4" = 1'-0" 14 STAIR 3- Fifth Floor Plan
A402 Elevator Drawings.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A402 Elevator Drawings 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: 7 A402 13'-6" 13'-6" 16'-8" 16'-0"10'-6"10'-6" 4'-0" 8'-0"7'-6"7'-6"7'-6"2'-3 1/2" 8'-3" 7'-0" 8'-3" 7'-0" 8'-3" 7'-0" 8'-3" 7'-0" 8'-3"
12'-0" 5'-2" 1" 8'-4" 8'-4" 8'-4"5'-2" 8'-3"8'-4" 1" 7'-0" 12'-3" 7'-0" 7'-0" 6'-10 1/2" 7'-6" 8'-0"7'-6"7'-6" 2 1/4" 7 7 7 7 +16' +26'-6" +37' PW2 PW1 +0'-0" +16'-8" +30'-2" +43'-8"
OFFICE 1 -4'-0" ELEV. PIT PW3 PW4 OFFICE 2 OFFICE 3 OFFICE 4 +0'-0" +57'-10 1/2" +56'-10" B/PLANK PW4 HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS 8" CMU (2-HR.) 8" PRECAST CONC. PANEL
SET BACK RELATIVE TO WALL BELOW TO ALLOW FOR FUTURE OFFICE BLDG. FACADE VENEER PRECAST DOUBLE TEE 6" PRECAST FLOOR PLANK 8" CMU (2-HR. WALL) PRECAST WALL PANEL +55'-11" MEMBRANE ROOFING
OVER 3" RIGID INSUL. SLOPED PRECAST PLANK WINDOW 1" RECESS AT OPENINGS ON THIS SIDE OF SHAFT-TYP STEEL DIVIDER BEAM 12" BELOW EACH LANDING- TYP., SEE STRUCTURAL DRAWINGS MASONRY INFILL
MTL. STUD, 5/8" EXT. SHEATHING & 3/4" EIFS INFILL ON ALL OPENINGS ON THIS SIDE OF SHAFT -TYP . MASONRY INFILL MASONRY INFILL MASONRY INFILL PREFIN. MTL. FLASHING FUTURE 3" EXP. JT .
ASSEMBLY FUTURE OFFICE BLDG. FLOOR STRUCTURE FUTURE OFFICE BLDG. FLOOR STRUCTURE FUTURE OFFICE BLDG. FLOOR STRUCTURE ROOF MEMBRANE FLASHING SAFING INSUL. PRECAST WALL PANEL (2-HR.)
STEEL DIVIDER BEAM 12" BELOW EACH LANDING- TYP., SEE STRUCTURAL DRAWINGS PRECAST WALL PANEL BEYOND STEEL DIVIDER BEAM 12" BELOW EACH LANDING- TYP., SEE STRUCTURAL DRAWINGS NOTCH PRECAST
CONC. SIDEWALL PANEL BEYOND TO SUPPORT SOUTH PANEL STEEL HOIST BEAM, SEE STRUCTURAL DRAWINGS CAST-IN-PLACE FOUNDATION, REFER TO STRUCTURE DWGS. 15 T/WALL +58'-9 1/2" B/HOIST BEAM B/PLANK
ALUM. STOREFRONT AND ENTRY 2" TOPPING SLAB SEALANT AT EIFS PERIMETER, TYP . PREFIN. MTL. FLASHING SEALANT AT EIFS PERIMETER, TYP . PREFIN. MTL. FLASHING SEALANT AT EIFS PERIMETER, TYP
. PREFIN. MTL. FLASHING SEALANT AT EIFS PERIMETER, TYP . MTL. STUD, 5/8" EXT. SHEATHING & 3/4" EIFS INFILL ON ALL OPENINGS ON THIS SIDE OF SHAFT -TYP . MTL. STUD, 5/8" EXT. SHEATHING
& 3/4" EIFS INFILL ON ALL OPENINGS ON THIS SIDE OF SHAFT -TYP . MTL. STUD, 5/8" EXT. SHEATHING & 3/4" EIFS INFILL ON ALL OPENINGS ON THIS SIDE OF SHAFT -TYP . MECHANICAL DAMPER, SEE
MECHANICAL 5'-3" 2'-7" 5'-3" 1'-9 1/2" 10'-9 1/4" SHAFT 4'-0"4'-0" 5'-3" R.0. 2'-7" 5'-3" R.O. 1'-9 1/2"5 1/2" 4'-0" 2'-6 1/4" 10'-11 3/4" 15'-4" SHAFT 16'-8" 11'-5 1/4" 4"7" 7'-8"
CLEAR 7'-4" CLEAR 4" 8'-0" 13'-4" 2'-8" 7'-10" CAB 5'-8" CAB 3'-4" 1 A402 4 A/202 3 A/202 5 A/202 8" CMU WALL PRECAST WALL PANEL DIVIDER BEAM, SEE STRUCTURAL DRAWINGS PIT LADDER BLOCK
INFILL AT JAMBS AND HEAD BLOCK INFILL AT JAMBS AND HEAD ELEVATOR LOBBY PW-109 ELEVATOR NO.1 ELEVATOR NO.2 8" PRECAST WALL FUTURE OFFICE BLDG. ELEV. MACH. RM. PW-108 PRECAST WALL 8"
BLOCK INFILL (2-HR.) 8" BLOCK WALL (2-HR.) 1'-6" WIDE x 1'-4" HIGH METAL STUD/GYP. BD. BULHEAD FOR ELEVATOR PIPING BETWEEN MACHINE ROOM AND SHAFT . BOTTOM OF BULKHEAD AT +9'-4". FINISHED
OPENING FINISHED OPENING FUTURE OFFICE BLDG. TEMPORARY INFILL WALL AT OPENING 6 A402 PARKING PW-100 108 5'-3" 2'-7" 5'-3" 1'-9 1/2" 10'-9 1/4" SHAFT 4'-0"4'-0" 5'-3" R.0. 2'-7" 5'-3"
R.O. 1'-9 1/2"5 1/2" 4'-0" 2'-6 1/4" 10'-11 3/4" 15'-4" SHAFT 16'-8" 11'-5 1/4" 7'-8" CLEAR 7'-4" CLEAR 4" 7'-10" CAB 5'-8" CAB 2'-3 1/4" 2 1/4" 4'-5 1/2" 10'-8 3/4" 3" 4'-8" 1 A402
4 A/202 3 A/202 5 A/202 8" CMU WALL (2-HR.) PRECAST WALL PANEL DIVIDER BEAM, SEE STRUCTURAL DRAWINGS BLOCK INFILL AT JAMBS AND HEAD BLOCK INFILL AT JAMBS AND HEAD ELEVATOR NO.1 ELEVATOR
NO.2 8" PRECAST WALL (2-HR.) FUTURE OFFICE BLDG. PRECAST WALL FINISHED OPENING FINISHED OPENING TEMPORARY INFILL WALL AT OPENING 6 A402 ALUM. WINDOW ALUM. ENTRY STOREFRONT ELEV. LOBBY
PW-409 PARKING PW-400 PRECAST WALL PANEL ABOVE 409 15'-4" 6'-0" 4'-8" 5'-3" R.0. 2'-7" 5'-3" R.O. 16'-8" 4" 15'-4" SHAFT 1 A402 DIVIDER BEAM, SEE STRUCTURAL DRAWINGS BLOCK INFILL AT
JAMBS AND HEAD ELEVATOR NO.1 ELEVATOR NO.2 8" PRECAST WALL (2-HR.) FUTURE OFFICE BLDG. TEMPORARY INFILL WALL AT OPENING 6 A402 8" CMU WALL (2-HR.) PRECAST WALL PANEL DOWNSPOUT PRECAST
WALL PANEL BELOW 1 A402 TAPER INSUL. CRICKET THRU WALL SCUPPER PREFIN. MTL. CONDUCTOR HEAD AND DOWNSPOUT ROOF SLOPE DOWN PREFIN. MTL. GRAVEL STOP/FASCIA 6" 8" BLOCK INFILL AT JAMBS
AND HEAD SEALANT ELEV. DOOR FRAME DEPTH REDUCED TO ACCOMMODATE OPENING INFILL FRAMING 3/4" EIFS VENEER LIQUID APPLIED WEATHER BARRIER OVER 5/8" EXT. SHEATHING 3-5/8" 16 GA. CFS MTL.
STUDS @16" O.C. PRECAST WALL PANEL REBAR, REF. STRUCTURAL DWGS. PILE CAP, REF. STRUCTURAL DWGS. VOLTEX WATERSTOP RX BENTOSEAL VOLCLAY GRANULAR WATERSTOPPAGE HYDROBAR TUBE SCALE: 3/8"
= 1'-0" 1 SEC. DET. SCALE: 1/4" = 1'-0" 2 ELEVATOR PLAN DETAIL- FIRST FLOOR SCALE: 1/4" = 1'-0" 3 ELEVATOR PLAN DETAIL- FOURTH FLOOR SCALE: 1/4" = 1'-0" 4 ELEVATOR
PLAN DETAIL- FIFTH FLOOR SCALE: 1/4" = 1'-0" 5 ELEVATOR PLAN DETAIL- ROOF SCALE: 1" = 1'-0" 6TYP . DETAIL SCALE: 1" = 1'-0" 7TYP . DETAIL
A501 ARCH. PRECAST PIECES.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A501 ARCH. PRECAST PIECES 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: 2 A501 3 A501 4 A501 5 A501 43'-3 3/8" 43'-3 3/8" 9'-7"11'-0 3/8"4"6'-0"7 5/8"2'-4 3/8"1'-8 3/4"5'-11 1/4"5'-8" 9'-7"20'-4 3/8"13'-4" 11
13/16" 4'-0" 2'-0" 4'-0" 11 13/16" 8'-11 5/8" 6'-4" 5'-7 5/8" 10'-7 5/8" 3'-8 1/16" 2'-9 5/8" 10'-7 5/8" 3'-8 1/16" 2'-9 5/8" 2'-11 5/8" 7'-8" 12'-11 3/8"1'-0" 9'-1" 4'-4" 7'-7 5/8"
12'-11 3/8"1'-0" 22'-0 3/8" 10'-6 1/4" 10'-6 1/4" 2'-6 1/4" 6'-0 3/8" 1'-11 5/8" 11'-8 3/8"1'-4" 13'-0 3/8" 11 1/4"8'-8 3/4" 13'-4" 9'-7 5/8" 2'-8 1/8" 11 1/2" 5'-8 1/8" 6'-7 5/8" 3'-3
5/8" 2'-4 1/16" 1'-5 5/8" 12'-7 3/8"4"3'-0"7 5/8" 9'-3 5/8" 2'-4 1/8" 1'-5 5/8" 6'-3" 10'-7 1/2" 31'-7 3/8" 31'-7 3/8" 31'-7 3/8" 13'-4" 12'-7 3/8"4"3'-0"8" 12'-7 3/8"4"3'-0"8" 1'-6"
1'-6" 8'-3 5/8" 4'-11" 4'-8 5/8" 4'-8 5/8" 7'-3" SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC.
A1 SEC. A2 SEC. A2 SEC. A1 SEC. A1 SEC. A2 SEC. A2 SEC. A1 SEC. A1 SEC. A2 SEC. A1 SEC. A2 SEC. A2 33 COURSES W/ 3/8" JOINT AT TOP AND BOTTOM 7 COURSES W/ 3/8" JOINT AT TOP AND BOTTOM
61 COURSES W/ 3/8" JOINT AT TOP AND BOTTOM SEC. A1SEC. A2 SIM., W/ NO OPENINGS A1A2A3 NO OPENING NO OPENING NO OPENING NO OPENING SIM., W/ OPENING FOR O.H. DOOR SIM., W/ OPENING FOR
O.H. DOOR A4A5A6 NO OPENING A7 SIM., WITH NO TOP NO OPENING NO OPENING A8 A10A1 1 A9 A12A13A14A15A16 NO DENTAL HERE SIM., W/ NO OPENINGS SIM., W/ NO OPENINGS AND 8" TYP. THICKNESS SIM.,
W/ ADD. OPENING SIM., W/ ADD. OPENING SIM., W/ ADD. OPENING SIM., WITH NO TOP SIM., WITH NO TOP A17 A18 A19 A9BOPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN
OPEN OPEN OPEN OPEN SIM., W/ 8" TYPICAL THICKNESS BLOCK OUT CORNICE HERE BLOCK OUT CORNICE HERE BRICK TYPE "B" BRICK TYPE "B" BLOCK OUT CORNICE HERE RB RB 1'-8" 2" 1 5/8" 2'-0 3/8"
1 5/8" 2" 3'-4 3/8" 2" 1 5/8" 2'-0 3/8" 1 5/8" 2" 1'-8" 1'-8" 2" 2'-3 5/8" 2" 3'-4 3/8" 2" 2'-3 5/8" 2" 1'-8" 11'-11 5/8" 1'-11 13/16" 2'-0" 4'-0" 11 13/16" 2'-8"2'-8" SEC. A1 SEC.
A1 SEC. A1 SEC. A1 SIM. TO A1 UNLESS OTHERWISE NOTED SIM. TO A1 UNLESS OTHERWISE NOTED SIM. TO A1 UNLESS OTHERWISE NOTED SIM. TO A1 UNLESS OTHERWISE NOTED SIM. TO A1 UNLESS OTHERWISE
NOTED SIM. TO A1 WITH NO OPENINGS SIM. TO A1, TOP ONLY SIM. TO A1 UNLESS OTHERWISE NOTED SIM. TO A1 UNLESS OTHERWISE NOTED, NO OPENINGS SIM. TO A15 UNLESS OTHERWISE NOTED SIM. TO A1,WITH
ADDITIONAL OPENING AT FIRST FLR SIM. TO A15 UNLESS OTHERWISE NOTED SIM. TO A1, TOP ONLY, UNLESS NOTED NO OPENING SIM. TO A1 UNLESS OTHERWISE NOTED 5'-8" 8"4"3"1"2'-9"5"6"8" 1 1/2" 1"
2" 11" 6" 8" 1 1/4" 2" 1" 9 3/4" 1'-2" 1" 2" 8" 1" 3 3/4" 6" 1 1/4" 2" 8"4"3"1"2'-6 1/2"2 1/2"5"6"8" 1" 2" 1" 10" 1'-2" 5'-8" 1 1/2" 6" 8" 5"6"7" 2" 3/4" 1'-8 3/4" 1" 1 1/4" 2" 1" 10"
5 1/4" 10" 1" 10" 2" 1'-0" 6" 4"3" 3" GENERAL NOTES A. ALL ARCHITECTURAL PRECAST FINISHES ON EXTERIOR FACE, WINDOW OPENINGS, FINISHED CORNERS, ETC. ARE TO BE ACID ETCH FINISH
U.N.O B. PROVIDE THIN BRICK RETURNS ON SIDES OF PRECAST PANELS WHERE INDENTIFIED BY "RB" 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. ALL THIN BRICK TO BE BRICK TYPE "A" U.N.O. SCALE: 1/4" = 1'-0" 1PRECAST PIECES FROM FORM A SCALE: 3/4" = 1'-0"
2 SEC. DET. SCALE: 3/4" = 1'-0" 3 SEC. DET. SCALE: 3/4" = 1'-0" 4 SEC. DET. SCALE: 3/4" = 1'-0" 5 SEC. DET.
A502 ARCH. PRECAST PIECES.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A502 ARCH. PRECAST PIECES 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: 11 5/8" 8'-4" 2'-0" 8'-4" 11 5/8" 3 A501 2 A502 2 A502 3 A502 2'-9 7/16" 2'-5 7/16" 2'-5 7/16" 1'-5 13/16" 11 5/8" 2'-9 7/16" 2'-5 7/16"
11 5/8"1 1 5/8" 6'-4 1/4" 2'-0" 2'-0" 8'-4" 14'-6 1/4" 18'-11" 5'-11 1/4"5'-8" 11'-7 1/4" 5'-11 1/4"5'-8" 11'-7 1/4" 5'-11 1/4"5'-8" 11'-7 1/4" 20'-7 1/4" EQ. 15'-8 3/8" EQ. 3'-6" R
10'-6 5/8" SEC. B1 SEC. B2 SEC. B2 SEC. B2 SEC. B3 SEC. B3 SEC. B1 B1 OPP. OPP. SEC. B2 SEC. B3 B2 B3 B4 B5 B6 SIM. 6" 4" 1'-0" 1" *ALL DIM. SIM. TO 3/501 UNLESS OTHERWISE NOTED 4"
2" 6" 7" 1" 8" 2"4"3"10" 3" 2" 5 A502 6 A502 8 A502 7 A502 4'-11 5/8" 5'-4 7/8" 5'-4 7/8" 4'-11 5/8" 4'-11 5/8" 5'-10 1/8" 5'-4 7/8" 5'-10 1/8" 5'-10 1/8" 2'-10 11/16" 4'-11 5/8" 5'-4
7/8" 4'-11 5/8" 5'-4 7/8" 4'-11 5/8" 5'-1 5/8" 5'-1 5/8" 2'-5 7/16" 4'-11 5/8" 4'-11 5/8" 4'-11 5/8" 15'-8" 17'-8"1'-8" 19'-4" 17'-8"1'-8" 19'-4" 17'-8"1'-8" 19'-4" 8'-3"1'-4"20'-4
3/8"1'-8" 31'-7 3/8" 11'-8 3/8"1'-4"20'-4 3/8"1'-8" 35'-0 3/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" 5 1/4" SEC. C2 SEC. C2 SEC. C1 SEC. C1 SEC. C1 SEC. C1
SEC. C1 SEC. C2 SEC. C2 SEC. C2 SEC. C2 SIM. SIM. SIM. SIM. SEC. C2 SEC. C1 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 BRICK TYPE "B" BRICK TYPE "B" BRICK TYPE "B" RB RB RB RB RB RB RB RB RB
RB RB RB RB RB RB RB RB RB RB RB 2" 4'-11 5/8" 4'-11 5/8" 2" 10" 1" 8" 1'-4" 6"4" 3" 3" 1" 8" 2" 1 1/4" 1" 1'-8" 5"6"7"2" 1'-1 1/4" 10" 1'-3 1/4" *ALL DIM. SIM TO 6/502 UNLESS OTHERWISE
NOTED 1'-0" 10" *ALL DIM. SIM TO 5/502 UNLESS OTHERWISE NOTED THIN BRICK ABOVE AND BELOW TRIM 10'-6 1/4" 9 A502 5 A502 4'-11 5/8" 10'-0" 10'-4 1/4" 10'-2 1/2"6'-10" 17'-0 1/2" 10'-2
1/2"6'-10" 17'-0 1/2" 10'-2 1/2"6'-10" 17'-0 1/2" 4'-11 5/8" 4'-9 5/8"4'-9 5/8" 9'-2 5/8" 8" 8" 7'-3 5/8" 11'-7"2'-6 1/2" 14'-1 1/2" 17'-6" 7'-5"6'-10" 14'-3" +36'-9 3/4" 10'-6 1/4"
7'-5"6'-10" 14'-3" 10'-4 1/4" 6'-2 1/4" 3'-4" 1'-0" 7'-3"1'-4" 8'-7" 3'-6"1'-4" 4'-10" 9'-2 11/16" 15'-6 7/8" R 3' R 10' R 6'-9" 8" DEPTH 10" DEPTH 1' DEPTH M1 M2 M3 10" DEPTH 1' DEPTH
8" DEPTH 10" DEPTH M4 M5 M8 8" DEPTH 10" DEPTH M6 8" DEPTH 10" DEPTH M7 OPEN SEC. M1 SEC. M2 SIM. W/ NO THIN BRICK ABOVE M9 M10 8" DEPTH NOT USED OPEN 8" 1" 6" 6"4" 3" 3" 1'-4" GENERAL
NOTES A. ALL ARCHITECTURAL PRECAST FINISHES ON EXTERIOR FACE, WINDOW OPENINGS, FINISHED CORNERS, ETC. ARE TO BE ACID ETCH FINISH U.N.O B. PROVIDE THIN BRICK RETURNS ON SIDES
OF PRECAST PANELS WHERE INDENTIFIED BY "RB" 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. ALL THIN BRICK TO BE BRICK TYPE "A" U.N.O. SCALE: 1/4" = 1'-0" 1PRECAST PIECES FROM FORM B SCALE: 3/4" = 1'-0" 2 SEC. DET. SCALE: 3/4" = 1'-0" 3 SEC. DET.
SCALE: 1/4" = 1'-0" 4PRECAST PIECES FROM FORM C SCALE: 3/4" = 1'-0" 5 SEC. DET. SCALE: 3/4" = 1'-0" 6 SEC. DET. SCALE: 3/4" = 1'-0" 8 SEC. DET. SCALE: 3/4" =
1'-0" 7 SEC. DET. SCALE: 1/4" = 1'-0" 10MISC. PRECAST PIECES SCALE: 3/4" = 1'-0" 9 SEC. DET.
A503 PLAN DETAILS.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A503 PLAN DETAILS 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: 3.9 Q 10" 5" 1'-9" 1" FUTURE BUILDING 'RW' FUTURE 5" EXP. JT. ASSEMBLY LINE OF FUTURE BUILDING 'RW' MASONRY VENEER BASE BELOW ARCHITECTURAL
PRECAST WALL W/THIN BRICK FINISH LINE OF ARCHITECTURAL PRECAST BELOW 1.1 1 M.8 1.1 1 M.8 4'-11 5/8" 2'-5 13/16" 2'-5 13/16" 2" 2'-0" 2'-0" 6" 2" STRUCTURAL PRECAST COLUMN, SEE STRUCTURAL
STEEL CABLE GUARD RAILING, SEE STRUCTURAL PREFIN. ARCHITECTURAL GRILLE STRUCTURAL PRECAST COLUMN, SEE STRUCTURAL STEEL CABLE GUARD RAILING, SEE STRUCTURAL PREFIN. 1/8" ALUM. PERFORATED
PLATE LINE OF ARCHITECTURAL PRECAST BASE BELOW ARCHITECTURAL PRECAST COLUMN COVER W/ THIN BRICK FINISH PREFIN. ALUM. CURTAINWALL FRAME PREFIN. ALUM. 1" x 1-1/4" BOX TRIM PREFIN. ALUM.
1" DEEP SNAP COVER LINE OF ARCHITECTURAL PRECAST BASE BELOW ARCHITECTURAL PRECAST COLUMN COVER W/ THIN BRICK FINISH EDGE OF SLAB BELOW EDGE OF SLAB BELOW 8"2'-0" STRUCTURAL PRECAST
CONCRETE WALL EXPANSION ANCHOR STORM WATER LEADER PIPE(S) GALVANIZED PAINTED YELLOW STEEL PIPE GUARD ELEVATION PLAN FLOOR LINE F F.1 9.4 1'-11" 1'-0" 1'-0" 1'-0" 3'-1 1 5/8" 4'-11 5/8"
1'-2" 1'-0" 1'-0" 2'-5 3/4" ARCHITECTURAL PRECAST COLUMN COVER W/ THIN BRICK FINISH STRUCTURAL PRECAST COLUMN, SEE STRUCTURAL BRICK VENEER 8" CMU BACKER ROD AND SEALANT , TYP . ARCHITECTURAL
PRECAST PANEL, REF. ELEVATIONS BACKER ROD AND SEALANT, TYP . 8" CMU F F.1 11" 1'-0" 11 5/8" 1'-5 1/2" 3'-4 1/2" 4'-11 5/8" 5 7/8" 5 7/8" ARCHITECTURAL PRECAST COLUMN COVER W/ THIN BRICK
FINISH BRICK VENEER 8" CMU BACKER ROD AND SEALANT, TYP . F F.1 7.6 11" 1'-0" 11 5/8" 1'-5 1/2" 3'-4 1/2" 1'-0"3'-11 5/8" 4'-11 5/8" 1'-1 3/8" 1'-0" 1'-0" 2'-4 3/8" ARCHITECTURAL PRECAST
COLUMN COVER W/ THIN BRICK FINISH BACKER ROD AND SEALANT, TYP . ARCHITECTURAL PRECAST PANEL, REF. ELEVATIONS STRUCTURAL PRECAST COLUMN, SEE STRUCTURAL BRICK VENEER 8" CMU BACKER ROD
AND SEALANT , TYP . 8" CMU SCALE: 1" = 1'-0" 6 PLAN DETAIL SCALE: 1" = 1'-0" 5 PLAN DETAIL SCALE: 1" = 1'-0" 4 PLAN DETAIL SCALE: 1" = 1'-0" 1PLAN
DET AIL - 1ST. FLOOR ENTRY WEST SCALE: 1" = 1'-0" 2PLAN DET AIL - 1ST. FLOOR ENTRY WEST SCALE: 1" = 1'-0" 3PLAN DET AIL - 1ST. FLOOR ENTRY WEST ALTERNATE NO. 8B- ARCHITECTURAL
GRILLE ALTERNATE NO. 8A- ARCHITECTURAL FORMED METAL SCREENING
A504 SECTION DETAILS.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A504 SECTION DETAILS 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 1 1/2" 1 1/2" 1'-0" 1 1/2" 8" 6"4"2" 2 1/2" 10" 2 1/2" 2 1/2" 3 3/4" 3/4" 4 1/2" 9"1'-4 1/2" ACID WASH ARCH. PRECAST PIER BEYOND EIFS
CORNICE 3/4" P.T. PLYWOOD PREFIN. MTL. CAP 6" ACID WASH STRUCTURAL PRECAST WALL DRIP F 6 1/2" 3'-0" 6" 4 1/2" 2 1/4"3/4" 4"5"7" 4 5/8" PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING
SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL 6" ACID ETCH ARCH. PRECAST PANEL ARCH. PRECAST PIER BEYOND EIFS TRIM PREFIN. BRAKE METAL TRIM, W/ STAMPED METAL INSET PREFIN. BRAKE
METAL PANEL PREFIN. ALUM. SCROLL, SEE ENLARGED ELEVATIONS PREFIN. 1/8" ALUM. PERFORATED PLATE PREFIN. ALUM. TRIM FASTENED TO MTL. PANEL BEYOND, SEE ENLARGED ELEVATIONS EIFS TRIM BEYOND
PREFIN. BRAKE METAL TRIM BEYOND WASH SEALANT BACKER ROD AND SEALANT TOOLED JOINT, REF. DETAIL 3/A505 F.1 F.1 3/4" 1'-0" 3'-8" 1'-2 7/8" PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING
SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL BRAKE MTL. BEYOND ARCH. PRECAST PIER W/ THIN BRICK BEYOND 6" PRECAST PANEL PREFIN. 1/8" ALUM. PERFORATED PLATE. PREFINISHED MTL.
PANEL GLAZED INTO CURTAINWALL FRAME PREFINISHED ALUM. CURTAINWALL FRAME PREFINISHED ALUM. BOX TRIM PREFINISHED 1/8" ALUM. PERFORATED PLATE PREFINISHED ALUM. CURTAINWALL FRAME PREFINISHED
ALUM. BOX TRIM SEALANT IN TOOLED JOINT F.1 +12'-9 1/8" +14'-9 3/4" 4 5/8"3 3/4"4 5/8"5 5/8"6" 2'-0 5/8" 1'-2 7/8" PRECAST CONC. BEAM, SEE STRUCTURAL 3" TOPPING SLAB OVER PRECAST CONC.
DOUBLE TEES, SEE STRUCTURAL BRAKE MTL. BEYOND ARCH. PRECAST PIER W/ THIN BRICK BEYOND 6" MTL. STUD W/ 5/8" SHEATHING BOTH SIDES 6" PRECAST PANEL PREFIN. BRAKE METAL ASSEM. #2 BEYOND,
4/A203 FOR DETAILS PREFIN. MTL. PANEL PREFIN. ARCHED BRAKE METAL TRIM, SEE 7/A203 FOR PROFILE 3/8" SEALANT JT., REF. ELEV. 1/A201 FOR PRECAST PIECE # MTL. FRAMING AS REQUIRED TO SUPPORT
BRAKE METAL PROFILE 3/4" P.T. PLYWOOD PREFIN. BRAKE MTL. PANEL PREFIN. BRAKE METAL ASSEM. #1 BEYOND, 3/203 FOR DETAILS FACE BRICK BEYOND 6" MTL. STUD W/ 5/8" SHEATHING BOTH SIDES PREFIN.
MTL. PANEL PREFIN. 1/8" ALUM. PERFORATED PANEL PREFIN. BRAKE MTL. PANEL 2x6 P.T. WOOD BLOCKING PREFINISHED BRAKE METAL PROFILE PREFIN. ALUM. CURTAINWALL FRAME SEALANT IN TOOLED JOINT
6" CFS STRAIGHT BOX HEADER BACKER ROD AND SEALANT ARCHED 6" CFS TRACK 1'-0" 6" 1'-0"1'-0"1'-0" 1'-3"4'-0"3'-6" 4'-0" 3'-6" 7"1 1" FLOOR HATCH PREFAB. PAINTED STEEL ROOF ACCESS LADDER
ANCHOR ACCESS LADDER TO STRUCTURAL WALL TYP. TYP . HATCH DOOR PRECAST PANEL BEYOND PRECAST CONC. DOUBLE TEES W/ 3" TOPPING SLAB 3" TOPPING SLAB TO SLOPE UP TO 6" AROUND PERIMETER OF
HATCH CONC. SLAB +50' +51' 1 3/4" 2" 4" 6" 8" 10" 3" 3" 3" 6 1/2" 1'-1" 1 1/2" 1 1/2" 1'-10 1/2" 1'-9 3/4" 1'-0" 4" 4" 4" 1" T.O. PRECAST PANEL AT SCUPPER T.O. PRECAST PANEL BEYOND
3"X4" PREFIN. MTL. DOWNSPOUT NOTCH HOLE THROUGH PREFIN. MTL. CAP, PLYWD., AND EIFS TO RUN DOWNSPOUT THROUGH. FLASHNG AROUND DOWNSPOUT PREFIN. MTL. CAP OVER 3/4" PLYWD. EIFS CORNICE
S.S. REGLET FOR FLASHING TERMINATION PREFIN. MTL. CONDUCTOR HEAD PREFIN. MTL. FASCIA BEYOND EIFS RETURN ON OPENING PREFIN. MTL. FASCIA RETURN ON OPENING 3/8" BACKER ROD AND SEALANT
JT . MEMBRANE FLASHING ROOFING MEMBRANE OVER TAPERED INSUL., TURNDOWN OVER CONDUCTOR NOTE: OPENING IN EIFS CORNICE TO BE 1'-2" WIDE FOR CONDUCTOR HEAD, OPENING IN PRECAST WALL TO BE
9" WIDE. FRONT ELEVATION CONDUCTOR HEAD M6 DRIP F.1F 3'-0" 2" 3" 6" 3" TOPPING SLAB OVER PRECAST DOUBLE TEE, SEE STRUCTURAL 3/8" MIN. TOOLED JOINT W/ SEALANT, TYP . WASH PRECAST PANEL
SCALE: 1 1/2"= 1'-0" 7 WALL SECTION DETAIL SCALE: 1 1/2"= 1'-0" 6 WALL SECTION DETAIL SCALE: 1 1/2"= 1'-0" 5 WALL SECTION DETAIL SCALE: 1 1/2"= 1'-0" 4 WALL SECTION DETAIL
SCALE: 3/4" = 1'-0" 1FLOOR HA TCH DETAIL SCALE: 1 1/2"= 1'-0" 2 SECTION DETAIL SCALE: 1" = 1'-0" 3 WALL SECTION DETAIL
A505 SECTION DETAILS.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A505 SECTION DETAILS 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 1/2" 1 1/2" 1'-1" 6 1/2" 3 1/2" 2'-0" 2" 1 1/2" 2" 3" 1 1/2" 8" 10"8"6"4"2"2"5"6"8"2" 1" 2'-8"1'-9" +51' +44'-2" 2 1/2" 2 1/2" M5 PRECAST
CONC. ROOF PLANK, SEE STRUCTURAL ROLLED PREFIN. MTL. COPING BEYOND PREFIN. MTL. CAP OVER 3/4" P.T. PLYWOOD PREFIN. MTL. FASCIA OVER 3/4" P.T. PLYWOOD ROOFING MEMBRANE OVER 3" RIGID
INSUL., ELEV. VARIES E.I.F.S. CORNICE S.S. FLASHING CUT INTO PRECAST TOP OF PRECAST PANEL ROOFING MEMBRANE FLASHING TO LAP OVER P.T. PLYWOOD TO EXTERIOR FACE E.I.F.S. CORNICE DRIP 7
1/2" 1 1/2" 2 1/4" 1'-6 1/2" 4 1/2"5 1/2"6 1/4"1" 3/4" 1/2" 1/2" 1 1/2" 3 3/4"1" 2 1/4" 1 1/2" 3/4" 3/4" 10 1/2" 4 1/2" 9" 3" +50'-7" +53'-7" 2"1'-6"3"2" 2'-1" 2 1/2" 3 4 PREFIN. ALUM.
WIN. W/ APPLIED MUTTIN GRILLE E.I.F.S. CORNICE PRECAST CONCRETE ROOF PLANK, SEE STRUCTURAL E.I.F.S. WINDOW TRIM, SAME AS BELOW E.I.F.S. CORNICE M8 M8 E.I.F.S. WINDOW TRIM SURROUND DRIP
PREFIN. ALUM. STOREFRONT INCLUDE RECESS IN EIFS FOR SEALANT INCLUDE RECESS IN EIFS FOR SEALANT DRIP ON TOP HALF OF CIRCLE 3/4" P.T. PLYWOOD PREFIN. MTL. FASCIA 3" RIGID INSUL. ROOFING
MEMBRANE FLASHING ROOFING MEMBRANE, EXTEND UP PARAPET AND OVER P.T. PLYWOOD BACKER ROD AND SEALANT ON BOTH SIDES OF WINDOW - TYP. BACKER ROD AND SEALANT ON BOTH SIDES OF CURTAINWALL
- TYP. F 4 3/8" NEW PREFIN. MTL. CAP OVER 3/4" P.T. PLYWD. 5" CONT. EXPANSION JOINT ASSEMBLY, V.I.F. DISTANCE BETWEEN WALLS CONT. 2x EXISTING 12" CMU WALL 10" STRUCTURAL PRECAST CONCRETE
WALL PANEL ARCH. PRECAST CONC. WALL PANEL PREFIN. MTL. COUNTER FLASHING SET INTO CUT SLOT INTO WALL PRECAST BEYOND Q +10'-9" 1'-9 3/8" 2'-2 5/8" 4'-0" +10'-9 3/8" 1 7/8" 2 3/4" 1 1/4"
1 3/8" 3/4"3 3/4" 2 1/2" 11 5/8" 5 5/8" 7 7/8" 2 1/2" 1/2" 5/8" 4 1/2" 8 1/8" 4 1/2" 10 1/8" 6 1/2" 1 3/4" 4 1/2" 2 1/8" 4 3/8" 2 1/2" 4 1/8" 2 3/8" +15'-3 3/8" 5'-0" R 1 1/4" LANDING
175-653 S/A T-BAR 175-251 GLASS STOPS T.O. STL. CHANNEL STRUCTURAL PRECAST SPANDREL, SEE STRUCTURAL PRECAST HAUNCH, SEE STRUCTURAL PRECAST STAIR LANDING W/ 2" TOPPING SLAB, SEE STRUCTURAL
EIFS TRIM ALUM. STOREFRONT ALUM. STOREFRONT DIRECT APPLIED FINISH SYSTEM OVER PRECAST PANEL TERMINATION BAR ROOFING MEMBRANE FLASHING SCUPPER ROOF DRAIN OUTSIDE OF STL. CHANNEL ON SOUTH
SIDE, REF . DETAIL 5/A505 ROOFING MEMBRANE OVER TAPERED ROOF INSUL. OVER 3/4" PLYWD. OVER 1 1/2" MTL. DECK PAINTED GALV. STL. CHANNEL, SEE STRUCT . 1" DIA. PAINTED TIE ROD, SEE STRUCT
. ROOFING MEMBRANE UP AND OVER TOP OF STL. CHANNEL BACKER ROD AND SEALANT BRICK VENEER SOLDIER BACKER ROD AND SEALANT STL. CHANNEL BEYOND T.O. STL. ANGLE DIRECT APPLIED FINISH SYSTEM
OVER 5/8" EXT . SHEATHING 6" MTL. STUD FRAMING @ 16" O.C. 'J' MOLD MULLION 175-103 MULLION 175-155 COVER 6"X6"X1/2" PAINTED STL. PLATE, REF. STRUCT . PAINTED STL. BRACKET PAINTED STL.
BRACKET CENTER OF STL. PLATE GALV. STL. ANGLE Q +21'-3" 1'-9 3/8" 2'-2 5/8" 4'-0" 1" 2" 3" 2" 1/2" 1" 1 1/2" 3" 1 3/4" 3/4"2" 5/8" 5/8" LANDING STRUCTURAL PRECAST SPANDREL, SEE STRUCTURAL
PRECAST HAUNCH, SEE STRUCTURAL PRECAST STAIR LANDING W/ 2" TOPPING SLAB, SEE STRUCTURAL EIFS TRIM 3/4" EIFS VENEER EIFS TRIM ALUM. STOREFRONT ALUM. STOREFRONT BACKER ROD AND SEALANT
BACKER ROD AND SEALANT Q +31'-9" 4" 1"2" 3" 5/8" 8 1/8" 3/4" 1/2" 1 3/4" 1 7/8" 2 3/4" 1 1/4" 1 3/8" 6 1/4" 1/2" 3" 3/4" 3 3/4" 2 1/4" 1" 2 1/2" 1'-9 3/8" 2'-2 5/8" 4'-0" 5/8" 5/8"
R 2" R 1 1/4" LANDING EIFS TRIM EIFS BRACKET BEYOND 3/4" EIFS VENEER EIFS TRIM ALUM. STOREFRONT STRUCTURAL PRECAST SPANDREL, SEE STRUCTURAL PRECAST HAUNCH, SEE STRUCTURAL PRECAST STAIR
LANDING W/ 2" TOPPING SLAB, SEE STRUCTURAL ALUM. STOREFRONT BACKER ROD AND SEALANT BACKER ROD AND SEALANT Q 4" 1"2" 3" 5/8" 8 1/8" 3/4" 3/4" 1/2" 1 3/4" 2 1/2" +47' 3 7/8" 1 1/4" 1
3/8" 6 1/4" 1/2" 3" 1" 3/4" 2 5/8" 3/8" 1/2" 3/4" 1 1/2" 3/4" 1 3/4" 1" 2 3/4" 1/4" 6" 3'-6" 4'-0" 5/8" R 2" R 1 1/4" EIFS TRIM EIFS BRACKET BEYOND DIRECT APPLIED FINISH SYSTEM OVER
ARCH. PRECAST PANELS EIFS CORNICE ALUM. STOREFRONT MIN. PREFIN. MTL. FASCIA T.O. PRECAST ROOF STRUCTURAL PRECAST SPANDREL, SEE STRUCTURAL PRECAST HAUNCH, SEE STRUCTURAL SLOPED STRUCTURAL
PRECAST ROOF, SEE STRUCTURAL MODIFIED BIT. ROOFING SYSTEM OVER 3" RIGID INSULATION MODIFIED BIT. FLASHING UP AND OVER 3/4" PLYWD. BACKER ROD AND SEALANT +10'-9 3/8" PAINTED STL. CANOPY
CHANNEL ROOF SCUPPER ACCESSORY BY J.R. SMITH #1770, W/ 2" PIPE SIZE, FIN."NICKEL BRONZE" ROOFING MEMBRANE OVER TAPERED ROOF INSULATION OVER 1 1/2" MTL. ROOF DECK DIRECT APPLIED FINISH
SYSTEM OVER 5/8" EXT. SHEATHING OVER 6" MTL. STUD FRAMING @ 16" O.C. STL. TUBE, SEE STRUCT . BRICK VENEER TERMINATION BAR DIRECT APPLIED FINISH SYSTEM OVER PRECAST PANEL EIFS TRIM T.O.
STL. CHANNEL ALUM. STOREFRONT BRICK VENEER SOLDIER DIRECT APPLIED FINISH SYSTEM OVER PRECAST PANEL +10'-9 3/8" +15'-3 3/8" EQ.EQ. PAINTED STL. CANOPY CHANNEL ROOFING MEMBRANE OVER TAPERED
ROOF INSULATION OVER 1 1/2" MTL. ROOF DECK DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING OVER 6" MTL. STUD FRAMING @ 16" O.C. STL. TUBE, SEE STRUCT . BRICK VENEER TERMINATION
BAR BEYOND DIRECT APPLIED FINISH SYSTEM OVER PRECAST PANEL EIFS TRIM T.O. STL. CHANNEL ALUM. STOREFRONT CENTER OF STL. PLATE SCUPPER BEYOND 1" DIA. GALV. PAINTED TIE ROD, SEE STRUCT
. GALV. PAINTED STL. BRACKET 6"X6"X1/2" GALV. PAINTED STL. PLATE, REF. STRUCT . PAINTED GALV. STL. BRACKET BRICK VENEER SOLDIER DIRECT APPLIED FINISH SYSTEM OVER PRECAST PANEL SCALE:
1 1/2"= 1'-0" 3 SECTION DETAIL SCALE: 1 1/2"= 1'-0" 2 SECTION DETAIL SCALE: 1 1/2"= 1'-0" 1 SECTION DETAIL SCALE: 1" = 1'-0" 6 SECTION DETAIL SCALE: 1" =
1'-0" 7 SECTION DETAIL SCALE: 1" = 1'-0" 8 SECTION DETAIL SCALE: 1" = 1'-0" 9 SECTION DETAIL SCALE: 1" = 1'-0" 5 SECTION DETAIL SCALE: 1" = 1'-0"
4 SECTION DETAIL
A601 Door Schedule and Details.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A601 Door Schedule and Details 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: SCHEDULED SCHEDULED 2" SCHED. 2" SCHED. 8" 3'-0" SCHEDULED2" 4" SCHEDULED SCHED.2" 2" SCHED. SCHEDULED 5 1/2" 5 1/2" 5 1/2" 1'-0"
SCHED. 2" 3'-0" 2" 2'-5 5/8" 2" 7'-2" 1'-11" 3'-1" 3'-1" 1'-11" 10'-0" 8'-6" 8'-6" 5'-11 5/8" 7'-6" 1'-5" 4'-7" 3'-1" 3'-1" 4'-7" 15'-4" 3'-8" DOOR AND FRAME ELEVATIONS DOOR TYPES:
FRAME TYPES: BA C 1 2 3 4 5 G2 G2G2G2G2 A. THIS DOOR SCHEDULE IS FURNISHED AS ASSISTANCE IT PROVIDES TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE WHOLE DRAWING
SET AND SPECIFICATIONS TO COMPREHEND THE EXTENT OF DOOR AND FRAME INFORMATION INCLUDING QUANTITY OF EACH. IF A DOOR, FRAME OR SIDELIGHT SHOWN ON THE DRAWING IS OMITTED FROM THIS
SCHEDULE, PROVIDE SAME AS REQUIRED FOR SIMILIAR OPENINGS. GENERAL NOTES: B. A PLUS/MINUS SIGN (±) INDICATES A WIDTH THAT VARIES. REFERENCE PLANS, ELEVATIONS, DETAILS
AND SCHEDULES AS REQUIRED. 1" INSULATING CLEAR LOW-EG1 G2 G3 G4 G5 1" INSULATING CLEAR LOW-E TEMPERED SAFETY 1/4" CLEAR 1/4" CLEAR TEMPERED SAFETY 1/4" CLEAR WIRE GLAZING SCHEDULE NO.
TYPE INDICATES FRAME TYPE (SEE DOOR AND FRAME ELEVATIONS) INDICATES 2 DOOR LEAVES OF DOOR TYPE (SEE DOOR AND FRAME ELEVATIONS) TYPE: B/1 INDICATES DOOR TYPE (SEE DOOR AND FRAME ELEVATIONS)
INDICATES FRAME TYPE (SEE DOOR AND FRAME ELEVATIONS) BB/1 LEGEND: HM HOLLOW METAL AL ALUMINUM SS STAINLESS STEEL LG LAMINATED GLAZING ST STEEL WD WOOD TG TEMPERED GLAZING FG FROSTED
GLAZING SP SPANDREL PANEL +7'-4" LINTEL, REF. STRUCTURAL DRAWINGS DOOR LEAF GROUTED HOLLOW METAL FRAME GROUTED HOLLOW METAL FRAME ROD AND SEALANT CMU CMU Head - H1 CONC. FLOOR SEALANT
DOOR LEAF MASONRY ANCHOR Jamb - J1 Sill - S1 HOLLOW METAL FRAME THRESHOLD SET IN ASPHALT MASTIC DOOR LEAF HOLLOW METAL FRAME HOLLOW METAL FRAME ROD AND SEALANT PRECAST CONC. WALL PRECAST
CONC. WALL Head - H3 DOOR LEAF MASONRY ANCHOR Jamb - J3 SEALANT DOOR DETAILS BOT. OF HEADER COILING DOOR COILING OVERHEAD DOOR HOOD 8" BOND BEAM 8" CMU Head - H4 NOTES DOOR AND FRAME
SCHEDULE NO.BID PKG. DOOR/FRAME TYPE FLOOR / LOCATION WIDTH HEIGHT THICKNESS DOOR MATL GLAZING FIRE RATING HARDWARE DETAIL SILLJAMB LOUVER WD HGT FRAME MATL HEAD PW101A PW102A PW104A
PW201 PW202 PW102B PW301 PW302 PW401 PW402 PW #1 PW #1 PW #1 PW #1 PW #1 PW #1 PW #1 PW #1 PW #1 PW #1 B/1 3' 7' 1 3/4" HM HM 60 MIN. G21/ ST AIR 1 B/1 3' 7' 1 3/4" HM HM 60 MIN. G51/
ST AIR 2 C/3 3' 7' 1 3/4" ALUM. ALUM. - - - - -1/ ST AIR 2 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ ELEC. RM. B/1 3' 7' 1 3/4" HM HM 60 MIN. G52/ ST AIR 1 B/1 3' 7' 1 3/4" HM HM 60 MIN.
G52/ ST AIR 2 B/1 3' 7' 1 3/4" HM HM 60 MIN. G53/ ST AIR 1 B/1 3' 7' 1 3/4" HM HM 60 MIN. G53/ ST AIR 2 B/1 3' 7' 1 3/4" HM HM 60 MIN. G54/ ST AIR 1 B/1 3' 7' 1 3/4" HM HM 60 MIN. G54/
ST AIR 2 PW101BPW #1 C/4 3'-PAIR 7' 1 3/4" ALUM. ALUM. - - G21/ ST AIR 1 S1 - - S1 S1 S1 S1 S1 S1 S1 S1 S1 H3 J3 6/A505 - - H3 J3 H3 J3 H3 J3 H3 J3 H3 J3 H3 J3 H3 J3 H3 J3 H1 J1 PW103PW
#1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ W ATER RISER S1 H1 J1 PW104BPW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ ELEC. RM. S1 H1 J1 PW105PW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/
SER VER RM. S1 H1 J1 PW106APW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ ST OR. RM. S1 H1 J1 PW106BPW #1 10' 7'-4" HM STEEL - - - - -1/ ST OR. RM. PW107BPW #1 12' 12' HM STEEL - - - -
-1/ TRASH RM. MOTORIZED COILING O.H. DOOR PW203PW #1 A/2 3' 7'-2" 1 3/4" HM HM 2/ RISER RM. S1 H1 J1- - - - - - - -- - -H4 PW303PW #1 A/2 3' 7'-2" 1 3/4" HM HM 3/ RISER RM. S1 H1 J1-
- - - - PW107APW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ TRASH RM. S1 H1 J1 1/A302- - -1/A302 MOTORIZED SECTIONAL O.H. DOOR PW108PW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -1/ ELEV .
MACH. RM. S1 H1 J1 PW409PW #1 C/5 3'-PAIR 7'-4" ALUM. ALUM. - - G24/ ELEV . LOBBY S1 H3 J3 PW410PW #1 A/2 3' 7'-2" 1 3/4" HM HM - - - - -4/ F AN RM. S1 H1 J1 INCLUDE WEATHERSEALS
A602 Window Elevations and Sections.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A602 Window Elevations and 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: 2 1/4" 3'-8 1/4" 2 1/4" 3'-4 1/4" 2 1/4" 3'-8 1/4" 2 1/4" 11'-5 3/4" 1'-4 1/2" 1'-10 1/2"6'-9 1/4"3'-8 3/4"6'-9 1/4"4
1/4" 19'-6" 1 4'-9 1/2"10'-6"10'-6"9'-11"7" 35'-8 1/2" 3'-1" 3'-1" 3'-1" 9'-3" R 10' 4 G6 ALL LITES 8'-4 3/8"10'-6"4'-2 1/4"3'-5 5/8" 26'-6 1/4" +16' +26'-6" +37' ±0" 2 1/4" 4'-9 3/8"
2 1/4" 5'-3 3/4" 2 1/4" 4'-9 3/8" 2 1/4" 15'-7 1/2" R 10'-6 3/8" 5 A503 10 A6022 PAINTED ALUM. FRAME AND GRILLE ADD ALTERNATE NO. 8A & B FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH
FLOOR 8 A602 9 A602 1'-5"3'-1"1'-5" 5'-11" 3 1" PREFIN. ALUM. APPLIED MUTTINS TO EXTERIOR G1 ALL LITES 3'-3" 3'-2" 3'-3" 9'-8" 1'-9 5/8"4'-7 3/8" 6'-5" 6 G2 ALL LITES 3'-3" 3'-2" 3'-3"
9'-8" 1'-9 5/8"8'-1" 9'-10 5/8" 5 G2 ALL LITES 1" INSULATING CLEAR LOW-EG1 G2 G3 G4 G5 1" INSULATING CLEAR LOW-E TEMPERED SAFETY 1/4" CLEAR 1/4" CLEAR TEMPERED SAFETY 1/4" CLEAR WIRE
GLAZING SCHEDULE NO. TYPE GENERAL NOTES A. ALL OPENING FRAME DIMENSIONS ARE TO THE FRAME AND ASSUME A 1/2" GAP BETWEEN FRAME AND ROUGH OPENING ON EACH SIDE G6 1"
INSULATING BRONZE LOW E #2 TEMPERED SAFETY 1 2 1/4" 4" LINE OF ARCHITECTURAL PRECAST BASE BELOW PREFIN. ALUM. 1" DEEP SNAP COVER PREFIN. ALUM. 1"X1 1/4" BOX TRIM PREFIN. ALUM. CURTAINWALL
FRAME PREFIN. 1/8" ALUM. PERFORATED PLATE 1 1.1 1'-8" 1'-0" ARCHITECTURAL PRECAST COLUMN COVER BEYOND, SEE STRUCTURAL PREFIN. ALUM. 1" DEEP SNAP COVER PREFIN. ALUM. 1"X1 1/4" BOX TRIM
PREFIN. ALUM. CURTAINWALL FRAME PREFIN. 1/8" ALUM. PERFORATED PLATE 3" TOPPING SLAB OVER PRECAST CONC. DOUBLE TEES, SEE STRUCTURAL FLOOR LINE STEEL REINFORCE HORIZ. AS NECES. 1 1.1
1'-8" +7'-5"T .O. PRECAST PANEL STRUCTURAL PRECAST SPANDREL, SEE STRUCTURAL STRUCTURAL PRECAST SPANDREL BEYOND, SEE STRUCTURAL PREFIN. ALUM. 1" DEEP SNAP COVER PREFIN. ALUM. 1"X1 1/4"
BOX TRIM PREFIN. ALUM. CURTAINWALL FRAME PREFIN. 1/8" ALUM. PERFORATED PLATE BACKER ROD AND SEALANT 4'-0" 3'-8"3'-10" 7'-6" 7 G2 ALL LITES SCALE: 3/8" = 1'-0" 1WIN. 1 ELEV ATION
SCALE: 3/8" = 1'-0" 4WIN. 4 ELEV ATIONSCALE: 3/8" = 1'-0" 2WIN. 2 ELEV ATION SCALE: 3/8" = 1'-0" 3WIN. 3 ELEV ATION SCALE: 3/8" = 1'-0" 6WIN. 6 ELEV ATION SCALE:
3/8" = 1'-0" 5WIN. 5 ELEV ATION SCALE: 1 1/2"= 1'-0" 9SCREEN SECTION DET AIIL - VERT. SCALE: 1 1/2"= 1'-0" 8SCREEN SECTION DET AIL - HORIZ. SCALE: 1 1/2"= 1'-0" 10SCREEN
SECTION DET AIL - SILL SCALE: 3/8" = 1'-0" 7WIN. 7 ELEV ATION
A-101A PW First Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-101A PW First Floor Plan AREA A 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: 7.6 8.6 9.4 12.5 14 15 10.1 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS
W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED
STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD,
@ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/
SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14.
FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED
ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE
ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST
PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE
BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER
TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS.
H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K.
APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN
ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING
SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 106A 106B M8 101A 101B M8 107A M8 M8 2 A401 2 A402 3 A503 2 A503 1 A503 8'-10" TYP.1'-9"18'-11 5/8" 3'-5 7/8" 9'-0" 7'-6 1/8"
9'-0"3'-7 1/4" 1'-7 5/8" 31'-0" 1'-11" 11'-0" 1'-7" 17'-5" 3'-6" 16'-8" 8'-10" TYP.5'-0"8'-10"5'-0"8'-0"18'-8" 1'-1" 20'-6" 3'-4" 2'-8" 10'-0 3/8" 25'-5 5/8" 6'-0" TYP. 6'-0" 4'-1"
6'-0" 8'-8" 5'-0" 8'-8" 5'-0" 8'-8" 5'-0" 8'-8" 5'-0" 4'-0" 8'-4" 8'-10" TYP.7'-8"1'-0" 6'-4" 17'-0 1/2" 3'-4" 19'-10" 16'-8" 8'-4" 11'-5" 3'-0" 6'-0 5/8" 10'-0 3/4"10'-0"4'-6 1/8"
2'-0" 6'-6" 2'-5 5/16" 15'-4" 9'-5 5/16" 5'-5 1/2"6'-0"6'-0"6'-0" 5'-5 1/2"6'-0"6'-0"6'-0" 12'-0 3/4" 3'-0 3/8" 4'-11 5/8" 1'-3 1/4" 9'-0" 1'-3 1/4" 4'-11 5/8" 1'-3 1/4" 9'-0" 1'-3
1/4" 4'-11 5/8" 1'-0" 1'-0" 6'-4" 3'-4" 3'-4" 17'-11 5/8" 1'-10 3/8" 4'-0 3/8" 3'-4" 9'-3 5/8" 9'-3 5/8"14'-8 3/8"8'-7 5/8" 3'-4"3'-4"14'-0"3'-4" 3'-11 5/8" 3'-4" 1'-4" 8'-10" TYP.5'-2"
8'-4" TYP.5'-0"8'-4"1'-1" 6'-0" 3'-0" 4'-0" 3'-0" 3'-0" 19'-10" 22'-0" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 22'-0" 19'-10" 17'-6" 5'-0" 3'-0" 1'-0" 8'-11 5/8" R 3'-9" R
5' R 3'-9" 70° 70° 70° 4 A306 1 A306 3 A301 1 A301 4 A305 2 A306 1 A302 1 A402 1 A201 3 A201 3 A205 1 A202 3 A202 4 A202 5 A202 6 7 4 4 4 4 6 7 7 10 10 7 17 16 16 17 16 17 16 16 17
10 10 17 7 7 18 18 19 19 19 19 19 19 19 19 19 18 18 7 16 17 17 17 19 19 19 7 20 20 20 16 6 6 20 20 20 7 7 17 7 18 18 18 18 18 20 20 20 20 20 20 18 18 18 18 18 FD FD FD FD FD FD UP UP
A E A E B D B D B D B D 107B RAMP UP RAMP UP BLOCK OUT OPENING 6'-4" WIDE AND 7'-11" ABOVE 0'-0" ON FAR LEFT SIDE OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11" ABOVE 0'-0" IN
THE CENTER OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11" ABOVE 0'-0" ON FAR RIGHT SIDE OF THIS PIECE TRASH COMPACTOR POWER UNIT FD B D A E A E B D FD FD ALTERNATE NO. 6 ELEVATORS,
ELEVATOR SHAFT , ELEVATOR LOBBY, ELEVATOR MACHINE ROOM ADD ALTERNATE NO. 6 ELEC. RM. PW-104 Storage PW-106 STAIR-1 PW-101 TRASH RM. PW-107 WATER RISER RM. PW-103 SERVER RM. PW-105 ELEV.
MACH. RM PW-108 ELEV. LOBBY PW-109 ELEV. 1 ELEV. 2 2 A204 3 A204 1 A204 M8 104B M8 105 104A 103 M8 M8 M8 M8 108 M8 10'-0 11/32" F F.1 J M H K L N Q.1 QP P.9G 7-C-1 PARKING GARAGE 7-C-3
E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 SCALE: 1/8" = 1'-0" 1 PW PARTIAL FIRST FLOOR PLAN A-101B (PW)A-101B (PW)
A-101A.1 PW First Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-101A.1 PW First Floor Plan AREA A 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: 7.6 8.6 9.4 12.5 14 15 10.1 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS
W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED
STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD,
@ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/
SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14.
FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED
ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE
ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST
PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE
BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER
TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS.
H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K.
APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN
ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING
SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 106A 106B M8 101A 101B M8 107A M8 M8 2 A401 2 A402 3 A503 2 A503 1 A503 8'-10" TYP.1'-9"18'-11 5/8" 3'-5 7/8" 9'-0" 7'-6 1/8"
9'-0"3'-7 1/4" 1'-7 5/8" 31'-0" 1'-11" 11'-0" 1'-7" 17'-5" 3'-6" 16'-8" 1'-1" 20'-6" 3'-4" 2'-8" 10'-0 3/8" 25'-5 5/8" 6'-4" 17'-0 1/2" 3'-4" 19'-10" 7'-6" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0"
5'-0" 8'-0" 5'-0" 3'-5" 5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0" 2'-5" 19'-10" 6'-0 5/8" 10'-0 3/4"10'-0"4'-6 1/8" 11'-5" 6'-6" 2'-5 5/16" 15'-4" 9'-5 5/16" 12'-0 3/4" 3'-0 3/8" 4'-11 5/8"
1'-3 1/4" 9'-0" 1'-3 1/4" 4'-11 5/8" 1'-3 1/4" 9'-0" 1'-3 1/4" 4'-11 5/8" 1'-0" 1'-0" 1'-5"2'-9" 4'-5" 5'-7 1/2" 5'-11" 6'-0" 6'-0" 6'-0" 6'-6 3/8" 6'-4" 3'-4" 3'-4" 17'-11 5/8" 1'-10
3/8" 4'-0 3/8" 3'-4" 9'-3 5/8" 9'-3 5/8"14'-8 3/8"8'-7 5/8" 3'-4"3'-4"14'-0"3'-4" 3'-11 5/8" 3'-4" 1'-4" 3'-0" 3'-8"5'-4"4'-0"2'-2"4" 19'-10" TYP. 17'-6" 1'-7" 6'-0" 6'-0" 6'-0" 6'-0"
12'-0" 6'-0" 6'-0" 6'-0" 6'-5" 19'-10" 8'-10" TYP.9'-3"3'-3 1/4" 8'-10" TYP.2'-4" 8'-11 5/8" R 3'-9" R 15' R 10' R 5' R 3'-9" R 5' 4 A306 1 A306 3 A301 1 A301 4 A305 2 A306 1 A302 1
A402 A201 3 A201 3 A205 1 A202 3 A202 4 A202 5 A202 6 4 4 4 4 6 10 10 7 17 16 16 17 16 17 16 16 17 10 10 17 7 7 18 19 19 19 19 18 16 19 19 19 19 19 19 19 19 19 19 20 20 16 6 6 20 20
7 17 20 18 7 18 18 18 18 18 24 24 20 18 18 18 18 FD FD FD FD UP UP A E A E B D B D B D 107B RAMP UP RAMP UP NO FLOOR SLAB NORTH OF THIS LINE WITH ALTERNATE NO. 2 BLOCK OUT OPENING 6'-4"
WIDE AND 7'-11" ABOVE 0'-0" ON FAR LEFT SIDE OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11" ABOVE 0'-0" IN THE CENTER OF THIS PIECE BLOCK OUT OPENING 3'-4" WIDE AND 7'-11" ABOVE
0'-0" ON FAR RIGHT SIDE OF THIS PIECE TRASH COMPACTOR POWER UNIT FD B D A E A E B D FD FD ALTERNATE NO. 6 ELEVATORS, ELEVATOR SHAFT , ELEVATOR LOBBY, ELEVATOR MACHINE ROOM ADD ALTERNATE
NO. 6 ELEC. RM. PW-104 Storage PW-106 STAIR-1 PW-101 TRASH RM. PW-107 WATER RISER RM. PW-103 SERVER RM. PW-105 ELEV. MACH. RM PW-108 ELEV. LOBBY PW-109 ELEV. 1 ELEV. 2 2 A204 3 A204
1 A204 M8 104B M8 105 104A 103 M8 M8 M8 M8 108 M8 10'-0 11/32" F F.1 J M H K L N Q.1 QP P.9G 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11
SCALE: 1/8" = 1'-0" 1 PW PARTIAL FIRST FLOOR PLAN ALTERNATE NO. 2 A-101B (PW)A-101B (PW)
A-101B PW First Floor Plan AREA B.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-101B PW First Floor Plan AREA B !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3
’/%!"+%-.("#!+(!%-,&%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’,
’/%(’**’,%1-7%(’23.#4"!8%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8
-,&%2+&(’.%&+$#4,%4.’)25%%,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6
#!+&8 2"’!’4.-2"+&8%2)61#$"+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"!
>??@%:-*+$%.5%$!)!;*-,8%-#-8%#,&#-,-2’1#$5 BID SET EJD LGA 4/15/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%&
’()%#* 3.7 1 1.1 2 3 7.6 2.9 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11 !"#$%&’( PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL.
L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL
DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION
WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE
TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END
OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING
17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE
ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER
25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED
ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL
GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK
AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES
SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR
VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM
BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE M8 107A M8 M8 102A RF F.1 J M H K L N Q.1 QP P.9G 8 A401 3 A504 6 A503 3 A503 2 A503 15'-0" 15'-0"
32'-0" 15'-0" 15'-0" 3'-10 3/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 5'-1 5/8"
19'-0 3/16" EQ. EQ EQ. EQ EQ. EQ. EQ. EQ EQ. EQ EQ. EQ 8'-10" TYP.1'-9"18'-11 5/8" 3'-5 7/8" 9'-0" 7'-6 1/8" 6'-0 3/4"8'-0"8'-10" TYP. 1'-11" 11'-0" 1'-7" 19'-10" 22'-0" 19'-10" 1'-0"
18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 22'-0" 19'-10" 4"8'-4" TYP. 2'-8" 6'-0 5/8" 10'-0 3/4" 8'-10" TYP. 2'-2"9'-5" 4'-5"6'-0"5'-0" 6'-8"8'-10" TYP. 8'-4" TYP. 8'-4" 1'-4" 12'-0 3/4" 3'-0
3/8" 4'-11 5/8" 1'-3 1/4" 9'-0"4'-11 5/8" 1'-0" 17'-11 5/8" 1'-10 3/8" 19'-0" TYP. 1'-5"3'-6" 4'-0" 8'-0"8'-0" 4'-0" 1'-10" 3'-6" 14'-7 9/16"5'-1 5/8"15'-8 3/8"4'-11 5/8"15'-8 3/8"2'-5
13/16" 2'-11 9/16" 2'-2 1/16" 2'-2 1/16"2'-11 9/16"EQ.EQ. 6'-0" 6'-0" 2'-6" 3'-0" R 5' 70° 70° 70° 70° 2 A302 4 A302 1 A304 3 A304 1 A305 3 A301 1 A301 4 A305 2 A305 5 A306 1 A302 1
A205 3 A201 2 A205 1 A202 6 9 9 4 4 4 4 11 6 11 4 2 2 2 2 2 2 2 2 2 11 11 10 13 7 17 7 16 16 20 16 6 6 20 20 20 20 20 7 18 18 20 20 18 18 11 20 20 20 20 20 20 23 23 FD A E B D B D B
D B D DN UP 107B 102B RAMP UP RAMP UP TRASH COMPACTOR POWER UNIT FD B D FDFD Parking PW-100 Parking Ramp PW-100 Parking Ramp PW-100 Parking Ramp COMPACT FILL Storage PW-106 STAIR-2
PW-102 TRASH RM. PW-107 2 A201 3 A305 2 A204 3 A204 1 A204 3 A303 1 A303 7 !"#$%&’( SCALE: 1/8" = 1'-0" 1 PW PARTIAL FIRST FLOOR PLAN A-101A (PW) A-101A (PW) ALTERNATE NO. 3 PARCEL
7-C-11
A-102A PW 2nd Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-102A PW 2nd Floor Plan AREA A 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: 201 203 M8 3 A401 4 504 2 A402 4 A306 1 A306 3 A301 1 A301 2 A306 1 A402 A201 3 A201 3 A205 1 A202 3 A202 4 A202 5 A202 6'-0" TYP.
4'-1" 7'-0" 5'-0" 8'-8" 5'-0" 8'-4" TYP. 5'-0"11'-5" 8'-4" TYP.7'-10"6" 2'-0" 19'-10" 6'-10" 1'-0" 6'-0" 29'-3 3/8" 6'-6" 2'-5 5/16" 15'-4" 9'-5 5/16" 5'-4" 4'-7 5/8" 5'-3 5/8" 14'-10
1/2" 41'-10" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 1'-0"3'-11 5/8"11'-6 9/16"4'-11 5/8"11'-6 9/16"3'-11 5/8"1'-0" 38'-0" 8'-10" TYP.5'-0"8'-0"18'-8" 3'-0" 8'-4" TYP. 8'-10"
TYP.12'-1" 3'-2"7'-10 1/4" 70° 70° 70° 70° 4 4 4 4 7 7 1 1 6 11 17 16 16 16 16 16 18 19 19 19 19 18 18 16 18 20 20 20 7 21 20 20 18 7 17 20 19 20 18 21 1 20 20 20 UP DN DN A B D B D
B D B D D RAMP DOWN CANOPY BELOW SIM. FD FD FD FD ALTERNATE NO. 6 ELEVATORS, ELEVATOR SHAFT , ELEVATOR LOBBY, ELEVATOR MACHINE ROOM PROVIDE WATERPROOF ON TOPPING SLAB NORTH OF THIS
LINE FOR ALTERNATE BID NO. 2 Parking PW-200 Parking Ramp STAIR-1 PW-201 Parking PW-200 Parking PW-200 Riser RM 203 ELEV. LOBBY PW-209 ELEV. 1 ELEV. 2 2 A204 3 A204 1 A204 7.6 8.6 9.4
12.5 14 15 10.1 F F.1 J M H K L N Q.1 QP P.9G PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION
BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504
5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC.
FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL
CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP
TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW)
19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6"
HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE.
PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS
C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL
PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE
MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS
OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL
FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF
MEMBRANE 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 SCALE: 1/8" = 1'-0" 1 PW PARTIAL SECOND FLOOR PLAN A-102B (PW/RW)A-102B (PW)
A-102B PW 2nd Floor Plan AREA B.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-102B PW 2nd Floor Plan AREA B 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: 202 RF F.1 J M H K L N Q.1 QP P.9G 9 A401 4 504 2 A302 4 A302 1 A304 3 A304 1 A305 3 A301 1 A301 2 A305 1 A205 3 A201 2 A205 1
A202 EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 15'-0" 15'-0" 32'-0" 15'-0" 15'-0" 2" 19'-1 7/16" 3'-0" 2'-11 9/16" 41'-10" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 41'-10"
2"11'-3" 3'-10 3/8" 8'-4" TYP. 8'-4" 1'-4" 6'-0"10'-3 1/4"8'-10" TYP. 2'-5 13/16" EQ EQ 2'-1 1 9/16" 19'-0"8'-0"8'-10" TYP. 8'-10" TYP. 8'-10" TYP. 8'-4" TYP. 1'-0"3'-11 5/8"11'-6 9/16"
15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 19'-0 3/16" 14'-7 9/16"4'-11
5/8"15'-8 3/8"4'-11 5/8"15'-8 3/8" 8'-0" 4'-0" 4'-0" 8'-0" 70° 70° 70° 70° 4 4 7 1 4 2 2 2 2 2 2 2 2 2 11 11 11 16 16 20 20 20 20 20 20 20 20 23 23 4 4 20 20 20 20 DN DN UP A B D A
D B D B D D RAMP DOWN RAMP UP B D FD FD FDFD Parking PW-200 Parking Ramp STAIR-2 PW-202 Parking PW-200 Parking PW-200 2 A201 3 A305 2 A204 3 A204 1 A204 3 A303 1 A303 3.7 1 1.1 2 3
7.6 2.9 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF
GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION
ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED
STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL,
REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING
15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20.
PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED
FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER
TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE
LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS
ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM,
A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW
FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH
(PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3
E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 KEY PLAN SCALE: 1/8" = 1'-0" 1 PW PARTIAL SECOND FLOOR PLAN A-102B (PW) A-102B (PW)
A-103A PW 3rd Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-103A PW 3rd Floor Plan AREA A 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: 301 303 M8 4 A401 4 504 2 A402 4 A306 1 A306 3 A301 1 A301 2 A306 1 A402 A201 3 A201 3 A205 1 A202 3 A202 4 A202 5 A202 6'-0" 4'-1"
7'-0" 5'-0" 8'-8" 5'-0" 8'-4" 8'-4" TYP. 2'-0" 29'-3 3/8" 6'-6" 2'-5 5/16" 15'-4" 9'-5 5/16" 8'-10" TYP.5'-0"8'-0"18'-8" 8'-4" TYP.7'-10"6" 11'-5" 19'-10" 3'-0" 8'-4" TYP. 10'-0 3/4"67'-6
1/2"10'-0"4'-6 1/8" 5'-4" 5'-3 5/8" 4'-7 5/8" 5'-0" 1'-0" 6'-0" 8'-10" TYP.22'-8" 1'-0"3'-11 3/8"11'-6 9/16"4'-11 3/8"11'-6 9/16"3'-11 3/8"1'-0" 38'-0" 19'-10" 22'-0" 19'-10" 1'-0"
18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 22'-0" 19'-10" 17'-0" 3'-2"7'-10 1/4" 70° 70° 70° 70° 4 4 4 7 7 1 1 6 11 1716 16 16 16 16 16 19 19 19 20 20 20 17 19 20 20 7 21 7 2019 18 18 4 21
20 20 1 20 UP DN DN B D B D B D B D B D RAMP DOWN CANOPY BELOW FD FD FD FD SIM. ALTERNATE NO. 6 ELEVATORS, ELEVATOR SHAFT , ELEVATOR LOBBY, ELEVATOR MACHINE ROOM Parking PW300 Parking
Ramp STAIR-1 PW-301 Parking PW300 Parking PW300 Riser RM 303 ELEV. LOBBY PW-309 ELEV. 1 ELEV. 2 2 A204 3 A204 1 A204 7.6 8.6 9.4 12.5 14 15 10.1 F F.1 J M H K L N Q.1 QP P.9G PARKING
GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER
CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION
WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING
9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL
12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED
CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR
GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR
LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL
AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS,
PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE
TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM,
A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW
FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH
(PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3
E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 SCALE: 1/8" = 1'-0" 1 PW PARTIAL THIRD FLOOR PLAN A-103B (PW)A-103B (PW)
A-103B PW 3rd Floor Plan AREA B.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-103B PW 3rd Floor Plan AREA B 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: 302 RF F.1 J M H K L N Q.1 QP P.9G 10 A401 4 504 2 A302 4 A302 1 A304 3 A304 1 A305 3 A301 1 A301 2 A305 1 A205 3 A201 2 A205 1
A202 2 A201 3'-10 5/8" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 15'-0" 15'-0" 32'-0" 15'-0" 15'-0" 2" 19'-1 7/16" 3'-0" 19'-10" 22'-0" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0"
19'-10" 22'-0" 19'-10" 2"11'-3" 6'-0"9'-7"8 1/4"8'-10" TYP. 8'-4" TYP. 8'-4" 1'-4" 86'-5 1/4"10'-0 3/4" 19'-0"8'-0"8'-10" TYP. 8'-10" TYP. 8'-4" TYP. 2'-11 9/16" 2'-11 9/16"EQ.EQ. 14'-7
9/16"4'-11 5/8"15'-8 3/8"4'-11 5/8"15'-8 3/8"2'-5 13/16" 8'-0" 4'-0" 4'-0" 8'-0" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11
5/8" 15'-8 3/8" 4'-11 5/8" 15'-8 3/8" 4'-11 5/8" 19'-0 3/16" 1'-0"3'-11 3/8"11'-6 9/16" 8'-10" TYP. 70°70° 70° 70° 3 A305 4 4 7 1 4 2 2 2 2 2 2 2 2 2 11 11 11 16 16 20 20 20 20 20 20
20 20 20 23 23 4 4 2020 20 UP DN DN B D A D B D B D B D RAMP DOWN RAMP UP B D FD FD FDFD Parking Ramp STAIR-2 PW-302 Parking PW300 2 A204 3 A204 1 A204 3 A303 1 A303 3.7 1 1.1 2 3 7.6
2.9 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE
BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG
FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL
GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER
TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING
15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20.
PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED
FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER
TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE
LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS
ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM,
A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW
FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH
(PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3
E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 KEY PLAN SCALE: 1/8" = 1'-0" 1 PW PARTIAL THIRD FLOOR PLAN A-103A (PW) A-103A (PW)
A-104A PW 4th Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-104A PW 4th Floor Plan AREA A !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,
&%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!
8%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%
%,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$
"+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-
8%#,&#-,-2’1#$5 BID SET EJD LGA 3/31/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* 410 409 410 5 A401 13
A401 3 A402 4 A306 1 A306 3 A301 1 A301 2 A306 1 A402 A201 3 A201 3 A205 1 A202 3 A202 4 A202 5 A202 4'-0"4'-0" 4'-0"4'-0" 12'-0" 4'-6" 22'-2 5/8" 29'-3 3/8" 6'-6" 2'-5 5/16" 15'-4"
8'-10" TYP.8'-4"18'-8" 19'-0" 11'-5" 19'-10" 22'-0" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 22'-0" 19'-10" 8'-4" TYP.8'-4" 8'-10" TYP.5'-9" 3'-6"1'-0"5'-0"5'-7" 6" 6'-0" 12'-6"
8'-10" TYP.22'-8" 8'-10" TYP. 1'-0"3'-11 5/8"11'-6 9/16"4'-11 5/8"11'-6 9/16"3'-11 5/8"1'-0" 38'-0" 1'-0"14'-2" 5'-7" 5" 6'-0" 6'-0" 6'-0" 4'-0" 70° 70° 70° 70° 6 A305 5 A305 7 21 5
15 7 17 16 16 16 16 16 16 19 19 19 18 20 20 20 20 20 20 17 7 20 20 20 19 19 19 18 18 18 18 20 20 DN DN B D B D B D A D B D RAMP DOWN CANOPY BELOW STAIR OPENING IN RAMP ABOVE UP Stair-3
FD FD FD FD ALTERNATE NO. 6 ELEVATORS, ELEVATOR SHAFT, ELEVATOR LOBBY, ELEVATOR MACHINE ROOM LOUVER- SEE MECH. DRAWINGS Parking Ramp STAIR-1 PW-401 Parking PW-400 Parking PW-400 Parking
PW-400 ELEV. LOBBY PW-409 ELEV. 1 ELEV. 2 FAN RM. PW-410 2 A204 3 A204 1 A204 7.6 8.6 9.4 12.5 14 15 10.1 F F.1 J M H K L N Q.1 QP P.9G PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED
GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR
PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE
ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST
DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL
13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED
ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS
22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST
PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE
EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION
WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE
BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL
DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR
AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL
AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11
SCALE: 1/8" = 1'-0" 1 PW PARTIAL FOURTH FLOOR PLAN A-104B (PW)A-104B (PW)
A-104B PW 4th Floor Plan AREA B.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-104B PW 4th Floor Plan AREA B 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: RF F.1 J M H K L N Q.1 QP P.9G 2 A302 4 A302 1 A304 3 A304 1 A305 3 A301 1 A301 2 A305 1 A205 3 A201 2 A205 1 A202 2 A201 3 A305
19'-10" 22'-0" 19'-10" 1'-0" 18'-6" 24'-0" 18'-6" 1'-0" 19'-10" 22'-0" 19'-10" 8'-4" TYP. 8'-4" 1'-4" 2"11'-3" 19'-0"8'-0"8'-10" TYP. 6'-0 3/8"8'-10" TYP. 18'-0 3/16" 13'-7 9/16" 8'-10"
TYP. 8'-4" TYP. 8'-10" TYP. 1'-0"3'-11 5/8"11'-6 9/16" 70° 70° 70° 70° 7 4 16 16 20 20 20 20 20 20 20 2222 20 20 20 20 DN DN B D A D B D A D B D RAMP DOWN RAMP UP B D FD FD FD FD Parking
PW-400 Parking Ramp STAIR-2 PW-402 2 A204 3 A204 1 A204 3 A303 1 A303 11 A401 2" 19'-1 7/16" 3'-0" 1'-8 1/2" 8'-4" TYP. 3.7 1 1.1 2 3 7.6 2.9 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED
GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR
PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE
ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST
DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL
13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED
ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS
22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST
PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE
EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION
WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE
BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL
DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR
AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL
AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11
KEY PLAN SCALE: 1/8" = 1'-0" 1 PW PARTIAL FOURTH FLOOR PLAN A-104A (PW) A-104A (PW)
A-105A PW 5th Floor Plan AREA A.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-105A PW 5th Floor Plan AREA A !"#$%&’()*+,!%#$%-,%#,$!.)*+,!%’/%$+.0#(+$%-,&%#$%!"+%$’1+%2.’2+.!3 ’/%!"+%-.("#!+(!%-,
&%2+&(’.%&+$#4,%4.’)25%%-11%#,/’.*-!#’, (’,!-#,+&%"+.+#,%#$%(’,/#&+,!#-15%%#!$%$)6*#$$#’,%-,&%&#$!.#6)!#’,%!’ ’!"+.%2-.!#+$%#$%,’!%!’%6+%(’,$!.)+&%-$%2)61#(-!#’,%#,%&+.’4-!#’, ’/%(’**’,%1-7%(’23.#4"!
8%#,!+11+(!)-1%2.’2+.!3%.#4"!$%’.%’!"+. .+$+.0+&%.#4"!$5%%-11%#,/’.*-!#’,%(’,!-#,+&%"+.+#,%(’,$!#!)!+$%!"+ ’.#4#,-1%-,&%),2)61#$"+&%7’.9%’/%!"+%-.("#!+(!8%:-*+$%.5%$!)!;*-,8 -,&%2+&(’.%&+$#4,%4.’)25%
%,’%2-.!%’.%7"’1+%’/%!"#$%&+$#4,8%!"+$+ &.-7#,4$8%’.%!"+%.+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$8%’.%2’.!#’,$%’/%!"+ .+$)1!#,4%6)#1&#,4%’.%6)#1&#,4$%*-3%6+%&)21#(-!+&8%(’2#+&8%+<"#6#!+&8 2"’!’4.-2"+&8%2)61#$
"+&8%*’&#/#+&%’.%’!"+.7#$+%&#$!.#6)!+&%#,%-,3 7-3%7#!"’)!%!"+%$2+(#/#(%-,&%2.#’.%7.#!!+,%(’,$+,!%’/%!"+ -.("#!+(!8%:-*+$%.5%$!)!;*-,%-,&%2+&(’.%&+$#4,%4.’)25%%=%%(’23.#4"! >??@%:-*+$%.5%$!)!;*-,8%-#-
8%#,&#-,-2’1#$5 BID SET EJD LGA 3/31/09 04/09/09 !"#"$"%&’(")*+,&((-..-&) 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 !"#$%& ’()%#* 6 A401 14 A401 4 A402
5 A402 4 A306 1 A306 3 A301 1 A301 2 A306 1 A402 A201 3 A201 3 A205 1 A202 3 A202 5 A202 6 A305 5 A305 18'-6" 24'-0" 18'-6" 8'-4" TYP.16'-6" 13'-10" 6'-11" 15 16 16 16 16 16 16 15 21
22 22 22 22 25 25 25 25 A D RAMP DOWN DN Stair-3 ROOF ALTERNATE NO. 6 ELEVATORS, ELEVATOR SHAFT, ELEVATOR LOBBY, ELEVATOR MACHINE ROOM FAN ROOM ROOF BELOW PREFIN. GUTTER AND DOWNSPOUT
SLOPE DOWN OPEN TO 4th FLOOR BELOW WALL BELOW AT 4th FLOOR Parking Ramp ELEV. 1 ELEV. 2 2 A204 3 A204 1 A204 6'-2"2'-11" 7.6 8.6 9.4 12.5 14 15 10.1 F F.1 J M H K L N Q.1 QP P.9G PARKING
GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER
CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION
WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING
9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/ YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL
12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC. AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED
CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING 18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR
GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL, AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR
LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL
AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS,
PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE
TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM,
A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW
FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH
(PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3
E.C. 7-C-2 7-C- 4 !"#$%&’()! !"#$%$&’() *+,%!"#$ 7-C-9 7-C-11 SCALE: 1/8" = 1'-0" 1 PW PARTIAL FIFTH FLOOR PLAN A-105B (PW)A-105B (PW)
A-105B PW 5th Floor Plan AREA B.PDF VILLAGE ON THE GREEN-PARCEL 7C
Project: 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 7C CARMEL, IN, 46032 COPYRIGHT
& OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date Parking Garage West, 7-C-3 Underground
Detention Basin, Parcel 7-C-11 PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A-105B PW 5th Floor Plan AREA B 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: 3.7 1 1.1 2 3 7.6 2.9 PARKING GARAGE PLAN NOTES 1. 2' HIGH PAINTED GALV. STL. L-SHAPED DUCT GUARD (3) 4" BOLLARDS W/C4 x 7.25 WELDED
TO EACH LEG) 2. STORM DETENTION BASIN ACCESS LADDER 3. TOP OF GRADE BEAM/PIER CAP WILL BE FINAL FINISH FOR ELEVATOR PIT 4. VERTICAL DRAIN PIPE LEADER WITH PAINTED STEEL
PIPE GUARD, SEE DETAIL 4/504 5. PROVIDE PERIMETER INSULATION ALONG FOUNDATION WALL 6. PROVIDE DAMPPROOFING MEMBRANE ALONG FOUNDATION WALL 7. PAINTED STEEL BOLLARD, @ 6' O.C. U.N.O
REFER TO STRUC. FOR ANCHORING DETAIL 8. PAINTED STEEL GUARDRAILING 9. ACCESS HATCH CENTERED BETWEEN PRECAST DOUBLE TEE STEMS 10. 6" RAISED CURB/ SIDEWALK W/
YELLOW EDGE 11. INBEDDED STEEL CABLE GUARDRAIL, REFER TO STRUCTURAL 12. PROVIDE SLEEVE FOR STORM PIPE, SEE CIVIL 13. SAW CUT END OF EXISTING 5'-10" WALL 14. FUTURE CONC.
AND MASONRY STOOP TO FUTURE RESIDENTIAL WEST BUILDING 15. PREFINISHED CONDUCTOR HEAD AND D.S. 16. LINE OF PROPOSED ADJACENT BUILDING 17. OPENING TO PROPOSED ADJACENT BUILDING
18. PAINTED STRIPING (YELLOW) 19. PAINTED STRIPING (BLUE) 20. PAINTED FLOOR GRAPHICS 21. EXHAUST DUCT, SEE MECHANICAL DRAWINGS 22. LITE POLE ON CONC. COL., SEE ELECTRICAL,
AND STRUC. 23. PROVIDE 3"X6" HOLE THROUGH PRECAST WALL AT FINISHED FLOOR LINE FOR WATER DRAINAGE TO FLOOR DRAIN. 24. PRECAST PARKING BUMPER 25. 1'-6" x 1'-6" PRECAST PIER INTEGRAL WITH
WALL FOR LIGHT POLE BASE. PARKING GARAGE GENERAL NOTES A. REFER TO CIVIL AND PLUMBING FOR SUBGRADE DRAINAGE SYSTEMS B. COORDINATE EMBEDDED ITEMS IN PILE CAPS, GRADE BEAMS, AND FOUNDATION
WALLS WITH PRECAST COMPONENTS C. REFER TO STRUCTURAL FOR PILE LOCATIONS, PILE CAP GEOMETRY, GRADE BEAM GEOMETRY, FOUNDATION WALL GEOMETRY AND DETAILS D. REFER TO STRUCTURAL DRAWINGS
FOR GRID DIMENSIONS. F. ALL PAINTED FLOOR STRIPING AND GRAPHICS ARE TO BE YELLOW UNLESS OTHERWISE NOTED G. PROVIDE BULLNOSE BLOCK AT EXPOSED CORNERS AND JAMBS. H. DOOR NUMBERS CORRESPOND
TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (IE: 100A). J. ALL HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. K. APPLY SEALANT AT ALL INTERIOR
AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL DOOR AND WINDOW FRAMES. L. APPLY BACKER ROD AND SEALANT AT ALL INTERIOR AND EXTERIOR VERTICAL JOINTS BETWEEN ALL PRECAST PANELS. CONCRETE
FINISH LEGEND A. TROWEL FINISH B. TROWEL AND FINE BROOM FINISH (PREPERATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH D. WATERPROOFING SURFACE SEALER E. HARDENER
SEALER F. WATERPROOF MEMBRANE 7-C-1 PARKING GARAGE 7-C-3 E.C. 7-C-2 7-C- 4 SCALE: NTS PLAN NORTH KEY PLAN 7-C-9 7-C-11 KEY PLAN A-101A (PW) A-101A (PW) RF F.1 J M H K L N Q.1 QP P.9G
12 A401 2 A302 4 A302 1 A304 3 A304 1 A305 3 A301 1 A301 2 A305 1 A205 3 A201 2 A205 1 A202 2 A201 3 A305 18'-6" 24'-0" 18'-6" 8'-4" 15 16 22 22 22 22 2525 A D RAMP DOWN WALL BELOW
AT 4th FLOOR 2 A204 3 A204 1 A204 3 A303 1 A303 SCALE: 1/8" = 1'-0" 1 PW PARTIAL FIFTH FLOOR PLAN