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Home My WebLink AboutPacket for BZA HO 06-01-23Total building footprint, drive, sidewalk: 80428 sq ft Total softscape: 12766 sq ft Total property 93194 sq ft Ratio of building footprint, drive, and sidewalk to property is 86.3% Area is used for loading/unloading for residents will be staged; moving vans, furniture delivery grocery delivery, door dash, package delivery UDO Section 2.36 Lot Coverage Area is used for loading/unloading for residents will be staged; moving vans, furniture delivery grocery delivery, door dash, package delivery DRRR138.3'289.0'FACPTRANSFORMERS4"C 3-1/2"C 4"C H1B - 18 'S2' THIRD AVE. SW H2B - 13 'S3'H2B - 13 'S3' H2B - 13 'S3'H2B - 13 'S3' H2B - 13 'S3' H2B - 13 'S3' H2B - 13 'S3'H2B - 13 'S3' H2B - 13 'S3'H2B - 13 'S3' H2B - 13 'S3' H2B - 13 'S3' H2B - 13 'S3' H2B - 13 'S3' 1 2 3 3 EXISTING DATA GROUND BOX WITH CONDUIT STUB OUT FOR CONCOURSE. 4 H2A CT H1A CT C10 C9 C8 1200A METER STACK 1200A METER STACK H2A H1A 1200A METER STACK (RESIDENTIAL) 1200A METER STACK 5 6 7 8 9 10 10 A. SEE SHEET E-000 FOR SYMBOLS AND ABBREVIATIONS. B. SEE SHEET E-501 FOR LIGHT FIXTURE SCHEDUE AND LIGHTING CONTROL SCHEDULE. C. SEE E-600 SHEETS FOR ELECTRICA DETAILS. D. WIRING SYSTEM SHALL BE CONDUIT AND CONDUCTOR UNLESS NOTED OTHERWISE. USE SOLID CONDUCTOR FOR SIZE #10 AWG AND SMALLER. USE STRANDED CONDUCTOR FOR LARGER SIZES. E. ALL WORK SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES PERTAINING TO THE WORK IN THIS PROJECT. F. ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHER PROOF AND RAIN TIGHT. GENERAL SHEET NOTES 21071 Project: Developer: Sheet Number: Engineer: By: Sheet Title: CDG Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032Carmel Review GRJK550 Monon BlvdNOT FOR CONSTRUCTIONES100 ELECTRICAL SITE PLAN 02/03/202302/03/2023 1/16" = 1'-0" ELECTRICAL SITE PLAN1 SHEET PLAN NOTES 1 INGRADE LINEAR UPLIGHT RECESSED IN CONCRETE BASE CENTERED ON SIGNAGE AND +2'-0" FROM FACE OF SIGNAGE TO FRONT EDGE OF FIXTURE. EC TO PROVIDE ALL NECESSARY EXTERIOR RATED CABLES AND JUMPERS FOR NORMAL FUNCTION. 2 REFER TO DETAIL ON SHEET E-601 FOR SITE POLE AND POLE BASE DETAIL. TYPICAL ALL TYPE "S3" FIXTURES. 3 SITE POLE TO INCLUDE SECURITY CAMERA. SEE DETAIL ON SHEET E601.- 4 PRIMARY CONDUITS FROM EXISTING MEDIUM VOLTAGE POLES TO TRANSFORMERS. FEEDERS TO BE PROVIDED BY UTILITY. 5 2"C TO MUSEUM FOR FEEDER. 6 PROVIDE UNDERGROUND CONDUITS FOR ELEVATOR POWER. 7 CONDUIT FOR SIGNAGE POWER. 8 PROVIDE CONNECTION FROM EXISTING STUB OUT TO MAIN MDF ROOM ON FIRST FLOOR FOR TELECOM SERVICE. COORDINATE EXACT CONDUIT SIZE REQUIREMENTS WITH TELECOMM PROVIDOR. 9 12 STRAND SINGLE MODE FIBER TO MDF ROOM. 10 UNDERSLAB 4" IT CONDUIT. N L17/L20/L21 (SOFFIT) K6 (RETAIL) PS1 (TOP TIER PARKING)S2 (MAIN ENTRANCE SIGN) K4/K8 (EXTERIOR WALL PACK) S3 (SOUTH PLAZA) W1/W2/W4 (BUILDING MOUNT - CUSTOM) 2023 © Carmel City Center LLC A Pedcor Development Concourse - Renderings Southeast Perspective 2023 © Carmel City Center LLC A Pedcor Development Concourse - Renderings Southwest Perspective Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Overall Elevations THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 1 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 1 1 2 2 A B A B NOT FORCONSTRUCTIONFriday, May 12, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSESCALE: 1/8" = 1'-0" B1 North Elevation - ADLS 1 0 4'8'16' SCALE: 1/8" = 1'-0" A1 East Elevation - ADLS 1 0 4'8'16' SCALE: 1/8" = 1'-0" A2 Partial South Elevation - ADLS 1 0 4'8'16' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Overall Elevations THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 2 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name A B 1 1 A B NOT FORCONSTRUCTIONThursday, May 11, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSESCALE: 1/8" = 1'-0" A1 West Elevation - ADLS 2 0 4'8'16' SCALE: 1/8" = 1'-0" B1 South Elevation - ADLS 2 0 4'8'16' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 1st Floor Overall Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 10 1 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONUPUPUP UP 13.913.9 13.813.8 4.6 44 1212 16 16 1717 6 8 10 55 33 2 1414 15 15 1313 1 7 9 11 3.13.1 3.23.2 0.7B 1.51.5 1.81.8 0.10.1 13.113.1 UPUPUP2TREADS(0'-11")UPUPG7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ NNE2 A219 C3 A409 B2 A409 C1 A409 B3 A409 A2 A408 B2 A409 F1 A414 E1 A415 B1 A401 C3 A408 F2 A219 A3 A407 D1 A413 E1 A410280'-9 1/2"223'-5 1/2" 217'-9"287'-0 1/2"B1 A301 B1 A301 C1 A301 C1 A301 A1 A302 A1 A302 B1 A302 C1 A302 A1 A301 C1 A302 100E 100100A100B 100D101102 102A 103B 103D 103C103A 129131A128145146 115 115B114113112111110105 106B107125106122B 144126140A142143126A106A107A108A 120114A 113A 112A 111A 110A122 100G100K 1 S T 4 A 1ST41ST4B1ST3A 1 S T 2 1ST1108B121 109A 140 105A115A 103 131100H100I100M100J109132133122A108123 124 130 100C 147105BMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BRAMP UPCommercial Room #:110 A:1,155 sq ft PA:1,135 sq ft Electrical Service Corridor 140 Service Elev. 001 Public Elev. 002 Stair STR3 Stair STR2 Stair STR1 Stair STR4 Commercial Room #:111 A:879 sq ft PA:855 sq ft Commercial Room #:112 A:1,091 sq ft PA:1,066 sq ft Commercial Room #:113 A:883 sq ft PA:858 sq ft Commercial Room #:114 A:1,499 sq ft PA:1,486 sq ft Commercial Room #:115 A:2,414 sq ft PA:2,414 sq ft Commercial Room #:108 A:2,154 sq ft PA:2,116 sq ft Commercial Room #:107 A:4,800 sq ft PA:4,725 sq ft Commercial Room #:106 A:4,268 sq ft PA:4,188 sq ft Commercial Room #:105 A:2,959 sq ft PA:2,943 sq ft Commercial Room #:109 A:982 sq ft PA:969 sq ft Corridor 146 Corridor 145 Service Corridor 144 Water Entrance 120 MEP 130 Trash Room 122 Entry 143 Net Parking Garage 104 Fitness 102Maintenance / Garbage 103 Electrical 131 Entry 147 Conference 101 Bikes 127 Entry 121 Res. Elev. 004 Res. Elev. 003 Elev. L. 124 Elev. L. 123 Package Room 129 MDF City 133 MDF House 132 Mech 100J Lobby 100A Amenity Center 100Mech Stor.102A Corridor 100H Corridor 100D Managers Office100B Leasing Office100C Business Center100EMen 100F Ladies 100G Jan 100K Facility/ Mech/Plumb 125 UP UPUP UPA1 A409 C1 A408 B1 A502 Corridor 142 Corridor 141 Elev. Lobby 128 SCALE: 3/32" = 1'-0" 1 1st Floor Plan A101 0 8'16'24' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 2nd Floor Overall Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 10 2 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONG7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ UP UPUPUP NNNB1 A301 B1 A301 C1 A301 C1 A301 A1 A302 A1 A302 B1 A302 C1 A302 A1 A301 C1 A302 240204205206207208209210211212213214215216217218221222223224225220202203---201201A202A203A203B204A205A206A208A209A210A207A211A212A214A215A217A218A213A2ST32ST 4242219B2ST1 2ST2A225A224A221A220A219C2ST3A2192ST2249247223A216A222A 2ST1A241244B244A245 2322ST4AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BRAMP UPRAMP DNLOW ROOF LOW ROOF LOW ROOF LOW ROOF LOW ROOF FEC FEC FECFEC FD FD SIM.Shaft 248 Shaft 246 Shaft 243 Trash 245 Corridor 233 Facil ity Man agmt 247 IDF242A:33Stair STR3 Stair STR2 Stair STR1 Stair STR4 Apartment Type A4 210 A:785 sq ft PA:756 sq ft Apartment Type A4 209 A:788 sq ft PA:760 sq ft Apartment Type A4 208 A:788 sq ft PA:761 sq ft Apartment Type A4 207 A:782 sq ft PA:759 sq ft Apartment Type B5 206 A:963 sq ft PA:941 sq ft Apartment Type A5 205 A:809 sq ft PA:783 sq ft Apartment Type B6 204 A:1,175 sq ft PA:1,152 sq ft Apartment Type B7 203 A:996 sq ft PA:981 sq ft Apartment Type A6 202 A:731 sq ft PA:718 sq ft Apartment Type B8 201 A:914 sq ft PA:901 sq ft Apartment Type B1 225 A:1,008 sq ft PA:992 sq ft Apartment Type B2 224 A:958 sq ft PA:935 sq ft Apartment Type A1 223 A:793 sq ft PA:766 sq ft Apartment Type D1 221 A:447 sq ft PA:420 sq ft Apartment Type B4 213 A:1,059 sq ft PA:1,036 sq ft Apartment Type B2 214 A:959 sq ft PA:934 sq ft Apartment Type A1 215 A:792 sq ft PA:765 sq ft Apartment Type A2 216 A:791 sq ft PA:766 sq ft Apartment Type D1 217 A:447 sq ft PA:420 sq ft Community Space 219 A:696 sq ft PA:344 sq ft Corridor 235 Corridor 234 Elev. Lobby 241 Trash Room 240Chute 50 Parking Garage 200 Corridor 231 Corridor 232 Corridor 230 Facil ity Man agmt 249 Apartment Type A2 222 A:790 sq ft PA:765 sq ft Service Elev. 001 Public Elev. 002 Res. Elev. 004 Res. Elev. 003 Apartment Type B3 218 A:932 sq ft PA:908 sq ft Apartment Type B3 220 A:932 sq ft PA:908 sq ft Apartment Type A4 212 A:783 sq ft PA:759 sq ft Apartment Type A4 211 A:785 sq ft PA:756 sq ft Elev. L. 244B Elev. L. 244A 294'-7 1/4"285'-7 3/8"Chute 51 Trash Apartment Type A3 319 A:701 sq ft PA:687 sq ft GJGAGBGEGIGGGCGHGA.9G.9A GF NA1 A301 B1 A302 C1 A302 SCALE: 3/32" = 1'-0" 1 2nd Floor Plan A102 0 8'16'24' SCALE: 3/32" = 1'-0" Unit 319, 419 and 519 A102 Typical of 2nd through 4th Floor Plan Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 5th Floor Overall Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 10 5 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONUP UP UPUPUPUP UP NNNA1 A415 B3 A414 MATCH LINE B1 A301 B1 A301 C1 A301 C1 A301 A1 A302 A1 A302 B1 A302 C1 A302 A1 A301 C1 A302 C1 A410 A2 A413 286'-2"293'-9"R 1'-0"B5 A404 5ST2 5ST1 5ST35455ST4 540504505506507508509510511512513514515516517518521522523524525520502503---501542549 547 MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BFLOOR PLANAREA CFLOOR PLANAREA BDRAFTSOPPING IN ATTIC SPACE FEC FEC FECFEC SIM. Apartment Type A3 519 A:701 sq ft PA:687 sq ft Stair STR3 Stair STR2 Stair STR1 Stair STR4 Service Elev. 001 Public Elev. 002 Res. Elev. 004 Res. Elev. 003 Shaft 548 Shaft 546 Shaft 543 Trash 545 Corridor 533 Facil ity Man agmt 547 IDF542A:33Apartment Type A4 510 A:785 sq ft PA:756 sq ft Apartment Type A4 509 A:788 sq ft PA:760 sq ft Apartment Type A4 508 A:788 sq ft PA:761 sq ft Apartment Type A4 507 A:782 sq ft PA:759 sq ft Apartment Type B5 506 A:963 sq ft PA:941 sq ft Apartment Type A5 505 A:809 sq ft PA:783 sq ft Apartment Type B6 504 A:1,175 sq ft PA:1,152 sq ft Apartment Type B7 503 A:996 sq ft PA:981 sq ft Apartment Type A6 502 A:731 sq ft PA:718 sq ft Apartment Type B8 501 A:914 sq ft PA:901 sq ft Apartment Type B1 525 A:1,008 sq ft PA:992 sq ft Apartment Type B2 524 A:958 sq ft PA:935 sq ft Apartment Type A1 523 A:793 sq ft PA:766 sq ft Apartment Type D1 521 A:447 sq ft PA:420 sq ft Apartment Type B4 513 A:1,059 sq ft PA:1,036 sq ft Apartment Type B2 514 A:959 sq ft PA:934 sq ft Apartment Type A1 515 A:792 sq ft PA:765 sq ft Apartment Type A2 516 A:791 sq ft PA:766 sq ft Apartment Type D1 517 A:447 sq ft PA:420 sq ft Corridor 535 Corridor 534 Trash Room 540 Chute 50 Parking Garage 500 Corridor 531 Corridor 532 Corridor 530 Facil ity Man agmt 549 Apartment Type A2 522 A:790 sq ft PA:765 sq ft Apartment Type B3 518 A:932 sq ft PA:908 sq ft Apartment Type B3 520 A:932 sq ft PA:908 sq ft Apartment Type A4 512 A:783 sq ft PA:759 sq ft Apartment Type A4 511 A:785 sq ft PA:756 sq ft Apartment Type A3 519 A:701 sq ft PA:687 sq ft Chute 51 SCALE: 3/32" = 1'-0" 1 5th Floor Plan A105 0 8'16'24' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 1st Floor Plan- Area B THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A101B CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/2023 Carmel Review Wednesday, May 10, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONG1.5 G1.5 UP2TDS(0'-11")1212 6 8 10 55 7 9 11 NDWFIM E2 A219 C1 A409 F1 A414 E1 A415 B1 A400 D2 A408 F2 A219 A3 A407 G7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ D1 A413 147'-5 5/8"2"43'-3 5/8"42'-11 3/4"72'-5 1/2"32'-0 3/8"2"29'-7 5/8"4'-4 3/8"1'-11 5/8"2"8"1"9'-11 3/4"3/4"10'-8"3/4"10'-8"3/4"10'-8"3/4"12'-0 7/8"3/4"12'-0"3/4"12'-0"3/4"12'-0"3/4"12'-0"3/4"12'-0 7/8"3/4"10'-8"10'-8 3/4"10'-6 7/8"2"5'-0"11'-3 7/8"13'-3 1/2"1'-1" 5'-1 1/4"19'-8 5/8"8'-0" 5'-1 3/4"7'-3 5/8"28'-3" 6'-8 5/8" 33'-7 1/8"22'-11 3/8"22'-11 5/8"6"8'-1 1/4"6"8'-1 1/8"7'-2 1/2"5'-7 1/8"35'-4 1/2"8'-1 1/2"9'-9 7/8"18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"18'-0"1'-3" 19'-3"5'-0"11'-0"9'-0"9'-0"9'-0"8'-6"3'-4"3'-11" 1'-11 3/4"9'-0"9'-0" 1'-11 3/4" 9'-0"3'-11 3/4" 18'-0"2 7/8" 1'-3"9'-1 5/8"11'-11 1/8"3'-4 3/4"9'-0"9'-0"9'-0"9'-0"9'-0"11'-0"5'-0"9'-0"6"9"6"8 3/8"6"8 3/8"6"8 3/4"8"2'-4"7'-5 1/2"6"5'-6 1/8"3'-1" 2'-2 3/4" 4'-5 1/8"2'-8 7/8"15'-0"9"4'-9 1/8"4'-4 1/8"4'-11 1/2"6'-0"1'-0"8'-3 1/8"10'-0"1'-0 3/8"6'-0"3'-4 1/4"29'-1 7/8"15'-1 3/4"136'-9 5/8"5'-7 5/8"2'-6"4'-8 3/8"11 1/2"2'-5 5/8"1'-7 5/8"5'-3 1/2"3'-11 5/8"22'-8 3/8"3'-11 3/8"17'-6 7/8"3'-11 7/8"22'-8 1/4"3'-11 7/8"17'-6 5/8"3'-11 7/8"22'-10"2'-0 5/8"2'-1 1/2"8'-1 3/8"1'-4 5/8"5'-7 3/4"2'-3 5/8"2'-0 3/8"20'-7 3/4"16'-2 3/4"24'-0 " 16'-1 3/8"4'-0"5'-9 3/8" 33'-1 7/8"6'-5 1/2"6'-5"10'-2 3/8"8 3/8"8 5/8"10'-2 7/8"24'-3 5/8"1'-3" 0" 2'-0" 0" 0" 0" R 24'-0 "R 24'-0"30.0° B5 A221 A2 A317 B2 A203 D2 A315 B2 A304 B3 A304 E3 A303 A2 A308 B1 A206 A1 A206 A1 A207 100D103D 103C131A128145146 114 113 112 110 105 106B107125106122B 144126140A142143126A120114A 113A 112A 111A 110A 127122100E 1 ST 4 A 1ST41ST4B1ST3A 1ST3 1 ST 2 1ST1A1ST2A 109A SF14 SF15 SF16 SF17 SF18 SF19 30 S6Bi S6Bi S6Bi S6Bi S6Bi W4Ai S6Bi S3.5Ai C8 S 8 Di S8Di S8Di S8Di S6Bi S8Di B R K 1 BRK 1 S8Di S6Bi S6Bi S6Bi S8Di BRK 1 S8Di S6Bi S6Bi BRK 1 S8Di S6Bi S6Bi S6Bi S8Di BRK 1 S 8 Di S6Bi S6Bi S6Bi S8Di S8Bi S8Di S3.5Ai C8 C 8 C8 M8 C8 M8 S3.5Ai S3.5B S3.5Ai M8 S3.5Ai M8 M8 M8 M8 C 8 S3.5Bi S3.5Ai S3.5Ai C8 C8 C8 C8 M8 M8 C8 C8 C8 M8 C8 S6Bi S6Bi C8 C8 BRK 1 S6Bi S8Di C8 C8 29 29140 6 12 32 11 18 7 32 29 29 24 1616 2 11 24 24 1124 32 KP KP KP 16 KP KP KP 11 29 33 33 29 29 298 M8 8 13124 10 10 10 SF27 SF26 SF26 1 14 9 1 14 9 1 14 9 1 14 9 1 14 9 1 14 9 100L13 13 13 11 13 13 13 5 13 1313 S8Di10929 S6Bi S6Bi S6Bi 132133122A C8 KP KP KP KP KP KP KP KP KP KP KP KP KP 11 13 13 KP 27 KP 27 27 KP 27 27 27 123 124 147 11 28 28 2828 2828 KPKPKP S3.5Bi M8 ABOVE C8 M8 ABOVE C8 M8 ABOVE M8 ABOVE M8 ABOVEKP KP S3.5Ai 13 1111 11 S6BiSF27 SF35 SF35 SF35 S6BiKP KP KP KP KP KP KP C8 C8 C8KP S8Di C8 C8 C8 1313 C8 S8Bi BRK 1 BRK 2 M811 13 13 13 1111 BRK 2 BRK 5 31 SF33 SF34 SF36 SF37 KP MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA B80 RACKSRAMP UPTYP. T/SLAB T/SLAB RAMP DN 1:12 T/SLAB T/SLAB T/SLAB T/SLAB RAMP DN 1:12DN SLOPE UP 1:20SLOPE UP 1:20SLOPE UP 1:20SLOPE UP1:20SLOPE UP1:20SLOPEUP 1:20SLOPE UPUP UP DIMENSION NOTE: STUD FRAMING MINOR OUTSIDE FACE OF MASONRY & TOTAL WALL THICKNESS MAJOR OUTSIDE FACE OF MASONRY Commercial Room #:110 10 +1'-4 3/4" +1'-4 3/4" A:1,155 PA:1,135 Electrical Room #:126 A:297 NA:277 26 +1'-3" +1'-3" Service Corridor 140 A:1,218 NA:1,218 Service Elev. 51 Public Elev. 52 Stair STR3 A:239 NA:239 Stair STR2 A:245 NA:245 Stair Stair STR4 A:229 NA:191 Commercial Room #:111 11 +1'-7" +1'-7" A:879 PA:855 Commercial Room #:112 12 +2'-4 3/4" +2'-4 3/4" A:1,091 PA:1,066 Commercial Room #:113 13 +2'-10 3/4" +2'-10 3/4" A:883 PA:858 Commercial Room #:114 14 +3'-3 3/4" +3'-3 3/4" A:1,499 PA:1,486 Corridor 146 A:288 NA:247 Corridor Water Entrance Room #:120 A:233 NA:213 20 +2'-0" +2'-0" Trash Room 122 A:227 NA:227 Entry 143 A:74 NA:58 Net Parking Garage 104 A:24,518 NA:24,518 Electrical 131 A:345 NA:345 Entry 147 A:66 NA:53 Bikes 127 A:429 NA:429 Res. Elev. 53 Res. Elev. 54 Elev. Lobby 124 A:107 NA:107 Elev. Lobby 123 A:111 NA:108 MDF City 133 A:68 NA:68 MDF House 132 A:101 NA:101 Mech 100K A:46 NA:46 Business Center 100HMen Jan 100L A:39 NA:39 Elev. Lobby 100D A:229 Closet 100E A:10 NA:10 B2 A415 A4 A308 LIFT 16'-4 1/8"3'-8"A3 A308 E1 A410 Facility/Mech/Plumb Room #:125 A:349 NA:316 25 ±0" ±0" B1 A408 C1 A502 23'-8 7/8"4'-9"9'-0"4'-9 5/8"23'-7 1/8"18'-0"4'-1 3/4"9'-0"9'-0"5'-0"9'-0"9'-0"3'-0 3/8"2'-11 5/8"28'-3 3/4"3'-2" 2'-6"7'-11 7/8"17'-7 5/8"1'-7"20'-0"2'-9" 6" 18'-11 1/8" 6" 17'-2 3/8"26'-9"6"6'-2 1/2"21'-6 1/4"26'-8"21'-6 1/4"19'-7 3/4"14'-7 1/2"6"6'-0 3/4"11 5/8"15'-0"2'-9"1'-6 1/2" 10'-4 1/2"1'-0"4'-5"8'-8 3/4"2'-0"2'-6"5'-4 1/4"18'-7"4'-0"7'-8 3/8"8 3/8"4'-2 3/8"3'-2 3/8"4'-8 7/8"1'-7 3/4"1'-5 1/2"3 5/8"1'-7 3/8"5'-4"1'-11 5/8"1'-11 5/8"22'-8 7/8"1'-11 1/2"1'-11 3/8"17'-7 1/2"1'-11 5/8"1'-11 5/8"22'-9 1/8"1'-11 3/8"1'-11 1/2"17'-7 1/8"1'-11 5/8"1'-11 3/4"22'-10 1/2"1'-11 1/8"1 3/8"8"9"9'-5 7/8"7'-0 7/8"9"10 1/8"2'-0 1/8"20'-8 3/8"5'-7 1/2" A1 A307 111 M8 M824 33 KP 27 13 C8 24 Service Corridor 144 A:855 NA:740 Corridor 141 A:164 NA:130 Elev. Lobby 128 A:187 NA:187 A4 A308 GENERAL PLAN NOTES : 1. Dimensions are to face of studs unless noted otherwise. 2. Dimensions at Storefront are to inside of studs. See any Enlarged Details and Storefront Details, showing dimensions to masonry openings and face of returning exterior sheathing. 3. All gypsum board at the interior side of “Commercial” rooms are not included in this Bid Set, U.N.O.. 4. Refer to sheets A120 - A130 for interior layout of apartments and details. 5. See shaft sheet #LayID(ref) for enlarged drawings and dimensional clarifications. 6. Dimensions at door and window openings are to center of openings, U.N.O. 7. Spray all steel used for canopy and balcony attachment with SFRM (Spray-Applied Fire Resistive Material). Three hour for any 3rd floor locations and two hour for above 2nd floor. 8. Batt insulation (rock wool) are required inside CFS box headers and cripple studs. 9. Wall Types and interior wall layout are the same on the 2nd, 3rd, 4th, and 5th floors, UNO. 10. All walls are to deck above, at 1st and 2nd floors, UNO. Review all interior wall sections. 11. At all demising walls and corridor walls with additional furring indicated for plumbing and other rough-ins, continuation of the Corridor and Demising Wall type is implied in the drawings. Pre-rock of a hidden area will be required to accomplish the complete wall type and meet the code required fire barriers, regardless of the framing and sheeting sequence of work. 12. See sheets A510-A523 for balcony types and details. 13. For 3rd, 4th, and 5th floor plans see 2nd floor sheets (A102A - A102C) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. All items shown on the 2nd floor applies to the 3rd and 4th floor, except for low roof. 14. All stairs are metal stair assemblies. Reference sheets starting with sheet A410. 15. Typical demising wall for apartment levels is A1/A306 16. All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. PARKING STALL MATRIX: Parking Story ADA Parking Stalls Reg. Stalls Total Stalls 1 3 47 50 2 1 59 60 3 1 59 60 4 1 59 60 Total: 6 224 260 SCALE: 1/8" = 1'-0" 1 1st Floor Plan-Area B A101B 0 4'8'16' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 2nd Floor Plan- Area B THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A102B CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/2023 Carmel Review Wednesday, May 10, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION1 2 3 4 5 6 7 8 UP123456789 12345678UP12345678UP12345678912345678UP 1 2 3 4 5 6 7 8 9 NNC1 A415 C1 A414 D2 A407 B3 A507 B3 A507 B3 A507 B3 A507 G7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ B5 A221 A2 A317 B2 A203 B1 A304 B2 A304 B3 A304 E3 A303 A2 A308 B1 A206 A1 A206 A1 A207 A3 A221 B3 A221 B4 A221 C1 A413 C415'-5 1/2"10'-8 5/8"10'-8 7/8"83'-3"10'-9"10'-8 5/8"14'-7 3/4"7 5/8"15'-8"4'-1"7'-11 7/8"7'-11 5/8"3'-9"8'-7 1/4"7'-0 1/8"3'-9"7'-5"4'-8" 12'-0"3/4"12'-0" 1'-9" 12'-0 3/4"6'-0"8'-6"8'-6"8'-6"6'-8 1/4"8'-6"8'-6"8'-6"8'-6"2'-10 1/2"18'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"4'-5 5/8"18'-0"1'-0 1/4"1'-2 5/8"R 24'-0"R 24' - 0 " R 2 4 ' - 0 "2402062 0 72082 0 92102 1 1212 2 0 2 2032 0 1 2 0 6 A 2 0 8 A209A2 1 0 A 207A211A2 1 2 A 2ST32ST4 2422ST1 2ST2A W6Bi W6Bi W6Bi W6Bi W6Di W6Di W4Hi S5Hi W6Bi S5Hi S5Hi S5Hi W6Di W6Di W 6Di W4Hi W6Di W4Hi W6Di W6Di W 6Di W4Hi W4Mi W4Hi W6Bi W4Hi W6Di W 6Di W6Di W6Di W6Bi W6Di W6Bi W6Fi W6Ai W4Ai W6Fi W6Bi W6Bi W4Hi S5Hi S5Hi M8 M8 M8 W6Bi M8 M8 M8 M8 W6Fi M8 M8 M8 M8 W1.5A W4Ai W6Fi2ST3A 2ST225 15 2424 24 24 24 24 32 24 13 13 13 13 KP KP KP KP 13 13 13 13 27 27 27 27 27 2ST1A241244B244A245 28 28 2828 2828 7 232 13 M8 M8 M8 M8 M8 13 13 13 M8 BRK 2 M8 2 S T 4 A 24 S5Hi W4A W4A 11 1111 13 13 26 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 SF35SF35 SF35 SF36 SF37 33 26 26 26 26 26 MATCH LINE MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE MATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BRAMP UPRAMP DNFEC FEC Shaft 243 Trash 245 A:105 NA:105 Corridor 233 A:1,448 NA:1,448 IDF242A:33Stair STR3 A:201 NA:165 Stair STR2 A:201 NA:165 Stair STR1 A:205 NA:205 Stair STR4 A:227 NA:187 Apartment Type A4 210 A:785 PA:756 Apartment Type A4 209 A:788 PA:760 Apartment Type A4 208 A:788 PA:761 Apartment Type A4 207 A:782 PA:759 Apartment Type B5 206 A:963 PA:941 Elev. Lobby 241 A:189 NA:189 Trash Room 240 A:50 NA:44 Chute 50 Parking Garage 200 A:25,511 NA:25,511 Corridor 232 A:1,692 NA:1,692 Corridor 230 A:966 NA:966 Service Elev. 51 Public Elev. 52 Res. Elev. 53 Res. Elev. 54 Apartment Type A4 212 A:783 PA:759 Apartment Type A4 211 A:785 PA:756 Elev. Lobby 244B A:109 NA:109 Elev. Lobby 244A A:98 NA:98 B2 A415 A4 A308 KPKP11 A3 A308 SF37 A1 A307 A1 A306 A2 A306 A3 A306 123456789D1 A410 C2 A503 D1 A503 D1 A503 D1 A503 B2 A503 B2 C1 A503 C1 A503 B2 A503 D1 A503 A2 A503 E1 A407 30'-1 1/8"22'-9 3/8"25'-5 1/2"22'-9 1/4"25'-5 1/2"22'-9 3/8"25'-4 3/8"10'-10 7/8"12'-4"8'-5"5 1/2"3'-7 5/8"5'-3 7/8"2'-5 1/4"2'-4 7/8"5'-4 1/4"3'-7 1/2"5 1/2"6'-2 3/8"12'-4"6'-0 1/4"5 1/2"3'-7 5/8"5'-3 7/8"2'-5 1/4"2'-5 3/8"5'-3 3/4"3'-7 1/2"5 1/2"6'-2 1/4"12'-4"6'-0 1/4"5 1/2"9'-0 3/8"2'-4 3/8"2'-6 1/4"8'-10 3/8"5 1/2"6'-0 1/4"12'-4"6'-1 1/8"5 1/2"2'-3"5'-1 3/8"3'-6 1/2"5 1/2"9'-4 5/8"157'-6 7/8"8'-9"8"156'-3 1/4"7 5/8"3'-1 1/2"8 7/8"23'-4 1/4"8 7/8"23'-3 3/4"10 1/2"23'-3 3/4"24'-1 3/8"8 7/8"23'-4 5/8"8 7/8"8 7/8"23'-4 1/4"11'-10 1/2"11'-5 3/4"11'-5 3/4"11'-5 3/4"8 7/8"11'-5 3/4"11'-5 3/4"11'-5 3/4"11'-10 1/2"16'-6 3/4"11'-4 3/8"11'-10"6'-10"34'-4"6'-10 5/8"2'-0 7/8"4'-7 1/8"5'-9 3/4"18'-3 5/8"46'-9 3/4"14'-8 7/8"20'-11 1/8"24'-9 1/2"7'-1" 2'-2 3/8"4'-4 1/4"8'-9 7/8"11'-2 3/8"26'-8 1/4"9'-2 1/4"39'-0 1/4"9'-2 1/2"38'-7 3/8"9'-7 1/8"19'-7 1/4"10'-7 3/8"11'-5 5/8"18'-5 5/8"5'-7 1/2"7'-11 5/8" 8'-6 3/4"3'-0 7/8"24'-8 3/4"52'-1 1/2"3'-7 3/4"3'-7 3/4"51'-0 1/4"26'-4"2'-3 1/2"5 1/2"10'-10 7/8"5 1/2"24'-5 3/8"5 1/2"11'-4 5/8"11'-4 5/8"5 1/2"24'-6 1/2"5 1/2"11'-4 5/8"11'-4 5/8"5 1/2"24'-6 1/2"5 1/2"11'-4 5/8"11'-4 5/8"5 1/2"29'-2 1/8"KP KP Chute 51 GENERAL PLAN NOTES : 1. Dimensions are to face of studs unless noted otherwise. 2. Dimensions at Storefront are to inside of studs. See any Enlarged Details and Storefront Details, showing dimensions to masonry openings and face of returning exterior sheathing. 3. All gypsum board at the interior side of “Commercial” rooms are not included in this Bid Set, U.N.O.. 4. Refer to sheets A120 - A130 for interior layout of apartments and details. 5. See shaft sheet #LayID(ref) for enlarged drawings and dimensional clarifications. 6. Dimensions at door and window openings are to center of openings, U.N.O. 7. Spray all steel used for canopy and balcony attachment with SFRM (Spray-Applied Fire Resistive Material). Three hour for any 3rd floor locations and two hour for above 2nd floor. 8. Batt insulation (rock wool) are required inside CFS box headers and cripple studs. 9. Wall Types and interior wall layout are the same on the 2nd, 3rd, 4th, and 5th floors, UNO. 10. All walls are to deck above, at 1st and 2nd floors, UNO. Review all interior wall sections. 11. At all demising walls and corridor walls with additional furring indicated for plumbing and other rough-ins, continuation of the Corridor and Demising Wall type is implied in the drawings. Pre-rock of a hidden area will be required to accomplish the complete wall type and meet the code required fire barriers, regardless of the framing and sheeting sequence of work. 12. See sheets A510-A523 for balcony types and details. 13. For 3rd, 4th, and 5th floor plans see 2nd floor sheets (A102A - A102C) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. All items shown on the 2nd floor applies to the 3rd and 4th floor, except for low roof. 14. All stairs are metal stair assemblies. Reference sheets starting with sheet A410. 15. Typical demising wall for apartment levels is A1/A306 16. All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Inverted U bike racks, refer to S-Series sheets for anchoring details. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. SCALE: 1/8" = 1'-0" 1 2nd Floor Plan-Area B A102B 0 4'8'16' G001 Title Sheet.pdf Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 3rd Floor Plan- Area B THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A103B CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/2023 Carmel Review Wednesday, May 10, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONGENERAL PLAN NOTES : 1. Dimensions are to face of studs unless noted otherwise. 2. Dimensions at Storefront are to inside of studs. See any Enlarged Details and Storefront Details, showing dimensions to masonry openings and face of returning exterior sheathing. 3. All gypsum board at the interior side of “Commercial” rooms are not included in this Bid Set, U.N.O.. 4. Refer to sheets A120 - A130 for interior layout of apartments and details. 5. See shaft sheet #LayID(ref) for enlarged drawings and dimensional clarifications. 6. Dimensions at door and window openings are to center of openings, U.N.O. 7. Spray all steel used for canopy and balcony attachment with SFRM (Spray-Applied Fire Resistive Material). Three hour for any 3rd floor locations and two hour for above 2nd floor. 8. Batt insulation (rock wool) are required inside CFS box headers and cripple studs. 9. Wall Types and interior wall layout are the same on the 2nd, 3rd, 4th, and 5th floors, UNO. 10. All walls are to deck above, at 1st and 2nd floors, UNO. Review all interior wall sections. 11. At all demising walls and corridor walls with additional furring indicated for plumbing and other rough-ins, continuation of the Corridor and Demising Wall type is implied in the drawings. Pre-rock of a hidden area will be required to accomplish the complete wall type and meet the code required fire barriers, regardless of the framing and sheeting sequence of work. 12. See sheets A510-A523 for balcony types and details. 13. For 3rd, 4th, and 5th floor plans see 2nd floor sheets (A102A - A102C) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. All items shown on the 2nd floor applies to the 3rd and 4th floor, except for low roof. 14. All stairs are metal stair assemblies. Reference sheets starting with sheet A410. 15. Typical demising wall for apartment levels is A1/A306 16. All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Horizontal bicycle racks, space 2'-10" on center. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Horizontal bicycle racks, space 2'-10" on center. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 Horizontal bicycle racks, space 2'-10" on center. 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Vertical bicycle racks. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details on sheet A501 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail C3/A503. At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details and dimensions on sheet A507. 22 Vent stacks , reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. 1 2 3 4 5 6 7 8 9 UP UP12345678910UP12345678910UP123456789UP 1 2 3 4 5 6 7 8 9 10 UP 123456789NNC1 A414 C1 A415 G7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ B5 A221 A2 A317 B2 A203 B2 A304 B3 A304 E3 A303 A2 A308 B1 A206 A1 A206 A1 A207 B3 A221 B4 A221 231'-9"8'-9 5/8"12'-4"10'-1 3/8"5'-3 7/8"4'-10 5/8"5'-3 7/8"10'-1 1/4"12'-4"10'-3 3/8"5'-3 7/8"4'-10 1/2"5'-3 7/8"10'-1 1/4"12'-4"10'-3 3/8"5'-3 7/8"4'-10 1/4"5'-5 1/8"12'-5 1/8"12'-4"3 5/8"190'-3 1/8"215'-1"5'-8 1/8"5'-8 1/8"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"3'-1 1/2"5'-8 1/8"5'-8 3/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-0" 6'-0"3'-0" 9'-3 3/4"2'-9" 8" 11 1111 KP KP 28 28 28 28 332 3ST1 4ST4A 3ST4311A3 1 2 A 3 1 0 A 309A307A3 0 8 A 3 0 6 A4ST3A3ST3344A344B3453ST2 A4ST234113 13 13 13 13 4ST1 A KPKP KP KP KP 24 24 24 24 13 13 13 13 13 13 13 27 27 27 27 28 28 2828 2828 13 M8 M8 M8 M813 13 24 M8 13 SF35 SF36 SF37 SF35 SF35 SF37 3 0 73083 0 93103 1 1312 W6Bi W6Bi W6Bi W6Bi W6Bi W6Fi W4Ai W6Bi W6Bi W1.5A W4Ai W6Fi W6Fi W6Fi W6 Fi 15 24 24 24 24 32 KP KP 27 27 27 27 28 28 2828 2828 7 33 MATCH LINE MATCH LINE MATCH LINE MATCH LINERAMP DNFEC FEC Service Elev. 001 Public Elev. 002 Res. Elev. 004 Res. Elev. 003 Elev. Lobby 341 A:189 NA:189 Elev. Lobby 344B A:105 NA:105 Elev. Lobby 344A A:99 NA:90 Shaft 343 Trash 345 A:107 NA:107 Corridor 333 A:1,451 NA:1,451 Apartment Type A4 310 A:785 PA:756 Apartment Type A4 309 A:788 PA:760 Apartment Type A4 308 A:788 PA:761 Apartment Type A4 307 A:782 PA:759 Apartment Type B5 306 A:963 PA:941 Trash Room 340 A:50 NA:44 Chute 50 Parking Garage 300 A:25,255 NA:25,255 Corridor 332 A:1,692 NA:1,692 Corridor 330 A:960 Apartment Type A4 312 A:783 PA:759 Apartment Type A4 311 A:785 PA:756 B2 A415 A4 A308 11 A3 A308A1 A307 A1 A306 A2 A306 A3 A306 C2 A503 C1 A503 D1 A503 D1 A503 B2 A503 B2 A503 B2 5'-4"5'-4"5'-4"1'-0"KP 51 SCALE: 1/8" = 1'-0" 6 3rd Floor Plans-Area B A103B 0 4'8'16' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Enlarged Plans THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A407 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/2023 Carmel Review 1234 A B C D E A B C D E 1234 FF NOT FORCONSTRUCTIONWednesday, May 10, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSE3'-10 5/8"4'-9"7"7'-6 3/8"8"8 1/4"3'-10 1/2"10 1/2"3'-3 1/2"4 1/2"8"8 1/4" 8'-10 5/8"7"4 1/2"3'-4"3'-4"A2 A306 AREA SEPARATION WALL, REF. FLOOR PLANS H-STUDS CORRIDOR WALL, REF. FLOOR PLANS 5/8" GYP. BD. OVER 2x4 WD. STUDS @ 16" O.C. DOUBLE EGRESS HM FRAME ATTACHED TO PLYWD. WITH 1" SCREWS @ 4" O.C. THRU 3"x 2" STEEL FLAT BARS AT EACH HINGE BOTH SIDES. FILL DOOR FRAME W/MINERAL WOOL. 3/4" PLYWD. FRAME EXTEND 3' BEYOND OPENING ATTACHED TO SHAFTLINER WITH 4" SCREWS 12" O.C. ALTERNATE SIDES EXTERIOR WALL. PARKING GARAGE CONC. COLUMN PARKING GARAGE CMU INFILL WALL FIRE CAULK PROVIDE BLOCKING AT MAGNETIC HOLD OPEN DEVICES PROVIDE BLOCKING AT MAGNETIC HOLD OPEN DEVICES R-19 MINERAL WOOL INSULATION SHEATHING FOR SHEAR PANELS, REF. S-SERIES DRAWINGS ALUMINUM CLIPS SPACE AND ATTACHED TO WPPD FRAMING PER UL U347 1" GYPSUM LINER PANELS 3/4" AIR SPACE BOTH SIDES 'H' STUD 'C' STUD A1 A407 7'-6 1/4"12'-2 5/8"1 1/4"4"2 1/2"7'-2 1/4"4 1/4"7 5/8"11'-7"7 3/4" SIM. Shaft 243 A4 A308 STL TUBE COLUMNS, REFER TO S- SERIES DWGS 2'-3 5/8"9'-2 1/4"5'-4 1/2"1'-9"11'-5 7/8"1 1/4" 4"5'-3 1/2" 4"1 1/4" CENTER OF COLUMN BELOW Shaft 246 A4 A308 PRESENT & FUTURE DUCTS, REF. M-SERIES DRAWINGS STEEL TUBE COLUMNS, REF. S-SERIES DRAWINGS EDGE OF CONC. BEAM BELOW4 SP @ 2'-2"=9'-6" 20 BKS1'-3 7/8"4 SP @ 2'-2"=9'-6" 20 BKS2'-2"1'-4"5 SP @ 2'-2"=10'-10" 12 BKS1'-2"1'-2"3 SP @ 2'-2"=6'-6" 8 BKS1'-3 5/8"3'-6"9 SP@ 2'-2" =19'-6" 20 BKS1'-3 5/8"2'-0"4'-2 1/2"3'-8 1/2"4'-2 3/8"2'-0"4 3/8"7 5/8"2'-3 3/8"1'-0"3'-4" 16'-1 3/8"24'-3 5/8"WALL MTD BIKE RACK WALL MTD BIKE RACK FREE- STANDING VERTICAL BIKE RACK FREE- STANDING VERTICAL BIKE RACK Bikes 127 HOLLOW STEEL COLUMN - SEE S- SERIES DRAWINGS 1/2" TYPE X GYP. BOARD APPLIED AROUND COLUMN, HELD IN PLACE W/ PAPER MASKING TAPE 5/8" TYPE X GYP. 24 GA. GALVANIZED STEEL COLUMN COVER 5/8" TYPE X GYP. LAYER GYPSUM 1 1/2" MIN. PROUD OF CORRIDOR WALL 1 5/8" SCALE: 1" = 1'-0" D2 Door @ Firewall Enlarged Plan A407 0 6''1'2' SCALE: 1" = 1'-0" E1 Firewall Termination at Exterior Wall A407 0 6''1'2' SCALE: 1/2" = 1'-0" B1 Shaft Plan A407 0 1'2'4' SCALE: 1/2" = 1'-0" B2 Shaft Plan A407 0 1'2'4' SCALE: 1/4" = 1'-0" A3 Bike Room Plan A407 0 2'4'8' SCALE: 1 1/2"= 1'-0" A1 Column Wrap Detail A407 0 6''12''18'' NOTE: FLOOR TYPE RACKS FOR LONG TERM STORAGE ARE LOCATED ON 2ND & 3RD FLOOR PARKING LEVELS NEXT TO RAMP. Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Signage Project Standards THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A530A CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Tuesday, May 16, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONMISCELLANEOUS SIGNS 1'-6"1'-6"3 1/2"4"3"4"3 1/2"CALL BOX 3MM DIBOND W/ FIELD COLOR BLUE PMS 072C & WHITE CENTURY GOTHIC LETTERING. MOUNT ON CONC. COLUMN W/ 3/8" LONG FASTENERS WHERE SHOWN ON THE DRAWINGS. V-SHAPED FIRE EXT. SIGN SIMILAR TO LARSEN'S PTD-108. MOUNT ON CONC. COLUMN W/ 3/8" LONG FASTENERS ABOVE F.E. CABINET WHERE SHOWN ON THE DRAWINGS. CARMEL COMPLIANT SURVEILLANCE SIGN. MOUNT ON CONC. COLUMN W/ 3/8" LONG FASTENERS WHERE SHOWN ON THE DRAWINGS. CARMEL COMPLIANT NO LOITERING SIGN. MOUNT ON CONC. COLUMN W/ 3/8" LONG FASTENERS WHERE SHOWN ON THE DRAWINGS. 2"1'-10"2"1'-10"2"1'-0"2"4"2"LEVEL2 REF. ELEV. DIM.TO COLUMNBASE3MM DIBOND W/ LEVEL COLOR NOTED BELOW & WHITE CENTURY GOTHIC LETTERING. MOUNT ON CONC. COLUMN W/ 3/8" LONG FASTENERS. LEVEL 1 ORANGE PMS 152U LEVEL2 RED PMS 431C LEVLE 3 BLUE PMS 072C LEVEL4 GREEN PMS 368C 5'-0"6'-0 1/2"CARMEL COMPLIANT 2 SIDED FACE- LITE BLADE PARKING SIGN 2" ALUMINUM RETAINER PAINTED MP 413420 BRUSHED ALUMINUM "P" 1/2" PUSH-THRUCLEAR ACRYLIC "P" W/ 2ND SURFACE DIFUSASER VINYL ALUMINUM FACE SIDES & BACK PAINTED PMS MUSTARD YELLOW 1245 BOTTOM ARM ALUMINUM FACE PAINTED PMS433C RED ROUTED FOR 1/2" ARROW CLEAR ACRYLIC PUSH-THRU W/2ND SURFACE DIFFUSER. ALUMINUM FACE PAINTED PMS BLUE 072C W/ ROUTED TEXT & BORDER MOUNTING-THRU BOLTED FLUSH VIA ALUMINUM SPACERS PAINTED MP 413420 BRUSHED ALUMINUM ILLUMINATION AVL 6500 WHITE LEDS FACE OF BRICK VENEER 3MM DIBOND SIGN PAINTED LEVEL COLOR NOTED ON DETAIL F1/A530A . SIZE AS NOTED ON ELEVATIONS. ANCHOR DIBOND TO CONCRETE BM. W/ 3/8" FASTENERS & COLORED TO MATCH DIBOND COLOR. 10" WHITE CENTURY GOTHIC LETTERING . PUBLIC ELEVATORS SCALE: 3/4" = 1'-0" F2 Call Box A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F3 Fire Ext. A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F4 Surveillance A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F5 No Loitering A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F1 Garage Level A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F7 Garage Blade Sign A530A 0 1'2'3' SCALE: 3/4" = 1'-0" F6 Metal I.D. Sign A530A 0 1'2'3' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Signage Mounting Height Elev. THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A532 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review A B C D 1 1 2 2 3 3 4 4 A B C D NOT FORCONSTRUCTIONTuesday, May 16, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSECENTER B1 RES. ID SIGNS ON WALL SCONCE. ALL OTHER SIGNS 9"MIN. CL SIGN TO DOOR 58"AFF TO BASELINE OF TOP TEXTREFER TO INTERIOR ELEVATIONS FOR WALL SCONCE LOCATIONS TYPES:A1,A2,A4,A5 B1,B2,B3,B4,B5,B6,B7, B8, B9, B10, B11, B12 C4 58"AFF TO BASELINE OF TOP TEXTAT WAYFINDINGFIRE MAP &FIREMANS INSTRUCTIONSIGNS4" MIN. TO WALL CORNERS OR CORNER GUARDS 3"MIN. BTWN SIGNS REFER TO PLANS & INTERIOR ELEV. FOR CORNER GUARD LOCATIONS REFER TO PLANS & INTERIOR ELEVATIONS FOR SIGN LOCATIONS TYPES:A3 C1,C2,C3 C3A1 C1 C2 5" DIA. PVC CLEARANCE BAR W/ CAPPED ENDS, PAINTED YELLOW COLOR PMS 13-0630TN W/ 3" BLACK FRANKLIN GOTHIC DEMI LETTERING & SUSPENDED FROM EIFS FASCIA ABOVE. 8" CARMEL COMPLIANT PARKING SYMBOL PAINTED ON 3MM DIBOND & STUD MOUNTED TO 1 1/2" THICK EIFS. FIELD BLUE PMS COLOR 072C W/ 6 1/2" LETTER P FRANKLIN GOTHIC HEAVY FONT. 8" CARMEL COMPLIANT PARKING SYMBOL PAINTED ON 3MM DIBOND & STUD MOUNTED TO 1 1/2" THICK EIFS. FIELD BLUE PMS COLOR 072C W/ 6 1/2" LETTER P FRANKLIN GOTHIC HEAVY FONT. 8" BLACK, ARIAL BOLD LETTERING STUD MOUNTED TO 1 1/2" THICK EIFS.3'-0"6'-0 1/2"15" CARMEL COMPLIANT PARKING SYMBOL PAINTED ON DIBOND SHEET. SYMBOL FIELD COLOR BLUE PMS 072C W/10" WHITE,LETTER P FRANKLIN GOTHIC HEAVY FONT. 10" WHITE,ARIAL BOLD LETTERING PAINTED ON DIBOND SHEET. 8 1/2" "X" W/ 1 3/4" STROKE, DO NOT ENTER SYMBOL ,PAINTED RED PMS COLOR 186C ON DIBOND SHEET. 9" W/ 1 3/4" STROKE ARROW ENTER SYMBOL PAINTED GREEN PMS COLOR 368C ON DIBOND SHEET. 16"X20'-0" 3MM DIABOND SHEET, TYPE F6, PAINTED BLACK ANCHORED TO MASONRY WALL W/ 3/8" PAINTED FASTENERS. PARKING BLADE SIGN REFER TO DETAIL F7/A530A 3'-0"DR. BTM.2'-2" VERIFY 5"5"8"1" CENTURY GOTHIC, WHITE VINYL, TYPE D2, REVERSE CUT, NO SMOKING SIGN & GLYPH CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT TYPE D1, 19" Ø WHITE VINYL, REVERSE CUT, RESIDENTS LOGO SIGN CENTERED ON THE INTERIOR FACE OF GLASS DOOR 3" CENTURY GOTHIC, TYPE D1, WHITE VINYL, REVERSE CUT, BUILDING ADDRESS CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT 550 MONON BLVD. NO SMOKING WITHIN 25' OF OF THIS BUILDING 5'-6"2'-1"6'-0"1'-2"10"3'-0"3'-8"@ 4 FLR.4'-10 1/2"9"5'-5 1/2"6 1/2"7"1'-4"7"1" CENTURY GOTHIC, WHITE VINYL, REVERSE CUT, SIGN TYPE D2, NO SMOKING SIGN & GLYPH CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT TACTILE ROOM I.D. SIGN TYPE A1 MOUNTED ON GLASS 4" CENTURY GOTHIC, WHITE VINYL, REVERSE CUT, SIGN TYPE D1, CENTERED ON THE INTERIOR FACE OF GLASS DOOR 14" CENTURY GOTHIC, WHITE VINYL, REVERSE CUT, LEVEL SIGN TYPE D1, CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT 16"X 13'-0" 3MM DIBOND ELEVATOR SIGN, DETAIL F6/A530A, PAINTED LEVEL COLOR NOTED ON DETAIL F2/A530A . ANCHOR DIBOND TO CONCRETE BM. W/ 3/8" FASTENERS & COLORED TO MATCH DIBOND COLOR. 10" WHITE CENTURY GOTHIC LETTERING.L1 RESIDENTS ELEVATORS Residents Elevator NO SMOKING WITHIN 25' OF OF THIS BUILDING 5'-3"1'-2"3'-0"3'-8"@ 4 FLR4'-10 1/2"9"9"4'-10 1/2"5'-0"6 1/2"4'-5"3"4"6 1/2"7"1'-4"1" CENTURY GOTHIC, WHITE VINYL, REVERSE CUT, SIGN TYPE D2, NO SMOKING SIGN & GLYPH CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT TACTILE ROOM I.D. SIGN TYPE A1 MOUNTED ON GLASS 4"& 2" WHITE VINYL, REVERSE CUT, SIGN TYPE D1, CENTERED ON THE INTERIOR FACE OF GLASS DOOR 14" CENTURY GOTHIC, WHITE VINYL, REVERSE CUT, LEVEL SIGN TYPE D1, CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT 16"X 11'-0" 3MM DIBOND ELEVATOR SIGN, DETAIL F6/A530A, PAINTED LEVEL COLOR NOTED ON DETAIL F2/A530A . ANCHOR DIBOND TO CONCRETE BM. W/ 3/8" FASTENERS & COLORED TO MATCH DIBOND COLOR. 10" WHITE CENTURY GOTHIC LETTERING . TACTILE ROOM I.D. SIGN TYPE A1 MOUNTED ON GLASS CALL BOX. REF. TO ET- SERIES DWGS. FIRE EXT. SIGN F3/ A530A ABOVE FEC L1 PUBLIC ELEVATORS Public Elevator To 1st Floor Exit Service Elevator L1 CALL BOX SIGN DET. F2/A530A MOUNTED ON GYP. BD. WALL W/ PAINTED FASTENERS ON EACH LEVEL WHERE SHOWN. REFER DETAIL F3/A530A NO SMOKING WITHIN 25' OF OF THIS BUILDING CALL BOX 9'-0"ABOVE FLOOR1'-10"1"1'-10"1"4"1'-2"GARAGE LEVEL SIGN, DET. F1/A530A, MOUNTED ON RAMP CONCRETE COLUMNS W/ 3/8" PAINTED FASTENERS ON EACH LEVEL WHERE SHOWN. CARMEL COMPLIANT SURVEILLANCE, DET. F4/A530A & NO LOITERING SIGN, DET. F5/A530A, ON LEVEL 1 RAMP ENTRANCE COLUMN ONLY. MOUNT SIGNS TO COLUMN W/ 3/8" PAINTED FASTENERS. LEVEL1 1'-0"1'-6"FIRE EXTINGUISHER CABINET. REFER TO PLAN FOR LOCATIONS. V-SHAPED FIRE EXT. SIGN, DET. F3/A532A, MOUNTED TO CONC. COL. W/ 3/8" FASTENERS. 1'-10"2'-0"7'-0"ABOVE FLOOR1'-10"CALL BOX. REF. TO ET- SERIES DWGS. GARAGE LEVEL SIGN, DETAIL F1/A530A, MOUNTED ON STAIR CONCRETE BLOCK WALL W/ 3/8" PAINTED FASTENERS ON EACH LEVEL WHERE SHOWN. CALL BOX SIGN, DET. F2/A530A, MOUNTED ON CONC. BL0CK WALL W/ 3/8" PAINTED FASTENERS ON EACH LEVEL WHERE SHOWN. LEVEL1CALL BOX 3'-0"5'-0"6"6"EQ.5"3"5"9 7/8"1" CENTURY GOTHIC WHITE VINYL, REVERSE CUT, SIGN TYPE D2, NO SMOKING SIGN & GLYPH CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT 4"& 2" CENTURY GOTHIC WHITE VINYL, REVERSE CUT, SIGN TYPE D1, CENTERED ON THE INTERIOR FACE OF GLASS DOOR 5" CENTURY GOTHIC, TYPE D1, WHITE VINYL, REVERSE CUT, BUILDING ADDRESS CENTERED ON THE INTERIOR FACE OF GLASS TRANSOM 550 MONON BLVD. Public Garage Elevators NO SMOKING WITHIN 25' OF OF THIS BUILDING 9"5'-0"SIGN TYPE B12PUBLIC GARAGE ELEVATOR PUBLIC GARAGE SERVICE ELEVATOR EQ.3"2"3"EQ.3'-0"1" CENTURY GOTHIC WHITE VINYL, REVERSE CUT, SIGN TYPE D2, NO SMOKING SIGN & GLYPH CENTERED ON THE INTERIOR FACE OF GLASS SIDELIGHT 3" CENTURY GOTHIC, TYPE D1, WHITE VINYL, REVERSE CUT, BUILDING ADDRESS CENTERED ON THE INTERIOR FACE OF GLASS TRANSOM 550 MONON BLVD. NO SMOKING WITHIN 25' OF OF THIS BUILDING58"AFF TO BASELINE OF TOP TEXTTYPE:D1 TENANT 101 D1 SIGNS CENTER TEXT ON DOOR OR BETWEEN GLASS PANEL & DOOR EDGE. COORDINATE SIGNAGE WITH DOOR SCHEDULE AND ELEVATIONS SCALE: 3/8" = 1'-0" E1 Door ID Elevation A532 SCALE: 3/8" = 1'-0" E2 Wayfinding & Fire Instr. A532 SCALE: 3/8" = 1'-0" E13 3rd Avenue Garage Entrance Elevation A532 0 2'4'6'SCALE: 3/8" = 1'-0" E14 Garage Entrance Sign Elevation A532 0 2'4'6' SCALE: 3/16" = 1'-0" E15 Garage Entrance Signage 3D A532 0 4'8'12' SCALE: 3/8" = 1'-0" E5 3rd Avenue Entrance Door Elevation A532 0 2'4'6' SCALE: 3/8" = 1'-0" E6 1-4 Floors Residents Elevator Elevation A532 0 2'4'6' SCALE: 3/8" = 1'-0" E7 1-4 Floors Public Elevator Elevation A532 0 2'4'6'SCALE: 1:31.74 E8 Col. Floor Level Sign A532SCALE: 1:31.83 E9 Col. Fire Ext. Sign A532SCALE: 1:32.29 E10 Stair Level Sign A532SCALE: 3/8" = 1'-0" E11 Garage Pub. Elevator Dr. A532 0 2'4'6'SCALE: 3/8" = 1'-0" E12 1st Flr. Garage Elevator Elevation A532 SCALE: 3/8" = 1'-0" E4 1st Flr. SW Entr. Dr. A532 0 2'4'6'SCALE: 3/8" = 1'-0" E3 Wayfinding & Fire Instr. A532 Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Signage Plans & Message Sched Flr 1 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A533 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Tuesday, May 16, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION1st Floor Signs 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 102A 100K 129 121 100E 102 100J 126 STR2 STR3 142 145 142 142 145 147 143 100D 142 142 109 108 115 145 101 100F 120 142 130 126 131 131 132 133 103 127 128 124 123 122 122 STR1 STR2 STR3 STR1 STR2 STR3 STR4 STR1 STR2 STR3 STR4 STR4 B2 B2 B2 B2 B2 B2 B2 B2 B3 B3 B4 B4 B5 B6 B6 B7 B7 B8 B8 B8 B8 B8 B8 B8 B9 B10 B11 B12 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A2 A2 A2 A3 A3 A3 A3 A4 A4 A4 A4 A4 ---- Public Room I.D. Public Room I.D. Public Room I.D. Public Room I.D. Public Room I.D. Public Room I.D. Public Room I.D. Public Room I.D. Stair & Exit I.D. Stair & Exit I.D. Stair Exit Direction Stair Exit Direction Ramp Exit Direction Door To Exit Door To Exit Exit Exit Service Door Service Door Service Door Service Door Service Door Service Door Service Door Conterence Slider Men Women Public Informational Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Room I.D. Tactile Floor I.D. Tactile Floor I.D. Tactile Floor I.D. Stair Firemans Instruction Stair Firemans Instruction Stair Firemans Instruction Stair Firemans Instruction Tactile Stair & Exit I.D. Tactile Stair & Exit I.D. Tactile Stair & Exit I.D. Tactile Stair & Exit I.D. Tactile Stair & Exit I.D. --- Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Lumicor Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate Plastic Laminate "MECH" "STORAGE" (Braille) "JANITOR" (Braille) "PACKAGE" "ROOM" (Braille) "SE" "FACILITIES" (Braille) "BUSINESS" "CENTER" (Braille) "JANITOR" (Braille) "MECH" (Braille) "EAST" "ELECTRICAL" (Braille) Stair Glyp "SW STAIR" "Exit Floor 1" "Keep Clear" (Braille) Stair Glyp "SE STAIR" (Braille) "Exit Floor 1" "Keep Clear" (Braille) Stair Up Glyp "Stair Up to" "Floor 1 Exit" (Braille) Stair Down Glyp "STAIR DOWN" 'EXIT RIGHT" (Braille) Ramp Up Glyp "Ramp Up To" "Floor 1 Exit" (Braille) "DOOR TO" 'EXIT" (Braille) "DOOR TO" "EXIT" (Braille) "EXIT" (Braille) "EXIT" (Braille) "SERVICE" "CORRIDOR" (Braille) "RETAIL PERSONNEL" "ONLY" (Braille) "SERVICE" "CORRIDOR" (Braille) "RETAIL PERSONNEL" "ONLY" (Braille) "SERVICE" "CORRIDOR" (Braille) "PERSONNEL" "ONLY" (Braille) "RETAIL" (Braille) "PERSONNEL" "ONLY" (Braille) "RETAIL" (Braille) "PERSONNEL" "ONLY" (Braille) "RETAIL" (Braille) "PERSONNEL" "ONLY" (Braille) "SERVICE" "CORRIDOR" (Braille) "PERSONNEL" "ONLY" (Braille) "CONFERENCE" "ROOM" (Braille) Men Glyp "MEN" (Braille) Women Glyp "WOMEN" (Braille) "PUBLIC" "GARAGE" "ELEVATORS" "Garage Levels 1-4" (Braille) "MEP" (Braille) "EAST" "ELECTRICAL" (Braille) "WEST" "ELECTRICAL" (Braille) "WEST" "ELECTRICAL" (Braille) "MDF" (Braille) "MDF" "CARMEL" (Braille) "MAINTENANCE" (Braille) "BIKES" (Braille) "RESIDENTS" "ELEVATORS" (Braille) " PUBLIC" "ELEVATOR" (Braille) "SERVICE" "ELEVATOR" (Braille) "E. TRASH" "ROOM" (Braille) "E. TRASH" "ROOM" (Braille) Floor 1 Floor 1 Floor 1 "NW STAIR" "FLOOR" "1" "FLOORS 1-6" "ROOF" "ACCESS" "Exit Down To" "Floor 1" "SW STAIR" "FLOOR" "1" "FLOORS 1-6" "ROOF" "ACCESS" "Exit Down To" "Floor 1" "SE STAIR" "FLOOR" "1" "FLOORS 1-6" "ROOF" "ACCESS" "Exit Down To" "Floor 1" "NE STAIR" "FLOOR" "1" "FLOORS 1-6" "ROOF" "ACCESS" "Exit Down To" "Floor 1" Stair Glyph "NW" "STAIR" "Exit Floor 1" Stair Glyph "SW" "STAIR" "Exit Floor 1" Stair Glyph "SE" "STAIR" "Exit Floor 1" Stair Glyph "NE" "STAIR" "Exit Floor 1" Stair Glyph "NE" "STAIR" "Exit Floor 1" 'Floor 1" "Exit To" "Extertior" ( Braille) --- Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Stand-off sign Glass Mounted Sign; Ref. Elev. E4/A532 Glass Mounted Sign; Ref. Elev. E5/A532 Glass Mounted Sign; Ref. Elev. E5/A532 --- --- --- --- --- --- --- --- --- --- --- --- --- B2/A530 B2/A530 B2/A530 B2/A530 B2/A530 B2/A530 B2/A530 B2/A530 B3/A530 B3/A530 B4/A530 B4/A530 A5/A530 B6/A530 B6/A530 B7/A530 B7/A530 B8/A530 B8/A530 B8/A530 B8/A530 A8/A530 B8/A530 B8/A530 B9/A530 B10/A530 B11/A530 B12/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A1/A530 A2/A530 A2/A530 A2/A530 A3/A530 A3/A530 A3/A530 A3/A530 A4/A530 A4/A530 A4/A530 A4/A530 A4/A530 UPUPUP UP UPUPUP2TDS(0'-11")UPUPN1 A504 5 A539 6 A539 9 A540 9 A540 9 A540 10 A540 9 A540 5 A539 2 A539 E14 A532 E13 A532 E5 A532 E6 A532 E8 A532 E9 A532 E9 A532 E9 A532 E9 A532 E9 A532 E9 A532 E9 A532 1 A540 2 A540 E11 A532 2 A540 E12 A532 E4 A532 11 A540 8 A539 7A5397bA5397aA5397bA5397aA5397bA5398 A539 8 A539 8 A539 8 A539 8 A539 8 A539 8 A539 109 B3 110 B3 148 A3 147 A3 144 A2 143 A2 146 A3 142 A2 145 A3 101 B2 102 B2 103 B2 104 B2 112 B4 125 B9 126 B10 127 B11 118 B8 119 B8 105 B2106 B2 107 B2 108 B2 130 A1 131 A1 134 A1 133 A1 135 A1 132 A1 136 A1 157 C4 115 B6 116 B7 172 D2 114 B6 117 B7 170 D2 137 A1 161 D1 138 A1 162 D1 139 A1 140 A1 141 A1153 A4 152 A4 156 A5 159 D1 154 A5 149 A4 155 A5 160 D1 129 A1 113 B5 158 D1 171 D2 173 F1 183 F4 184 F5 177 F3 180 F3 182 F3 181 F3 178 F3 179 F3 175 F2 174 F1 164 D1 176 F2 151 A4 150 A4 166 D1 185 F6 163 D1 186 F6 167 D1 128 B12 168 D1 120 105 106 107 108 109 143 126 110 111 112 113 114 127 115 147 129100C 100 100D 100E100F 100G 100H 103 102A 102 101 100B 100A 131 100J 100K 104 133 132 140 141 142 122 144 146 145 130 125121 128 123 124 100A F1 Building Name & Address Channel Letters 121 Stair STR3 Stair STR2 Stair STR1 Stair STR4 UP UPUP UPE7 A532 111 B4 122 B8 121 B8 124 B8 123 B8 169 D2 120 B8 165 D1 2nd Floor Signs 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 140 STR1 STR4 100B ST1 ST4 103 124 100 124 104 104 143 143 143 143 128 147 147 104 104 104 104 104 104 104 104 104 104 104 104 104 104 A5 A5 A5 C4 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 F1 F1 F2 F2 F3 F3 F3 F3 F3 F3 F4 F5 F6 F6 Tactile Stair Exit Tactile Stair Exit Tactile Stair Exit Managers/ Leasing Directional Door I.D. Door I.D. Door I.D. Door I.D. Door I.D. Door I.D. Garage Level Garage Level Door I.D. Building Address Building Address No Smoking No Smoking No Smoking No Smoking Garage Level Garage Level Call Box Call Box Fire Extinguisher Fire Extinguisher Fire Extinguisher Fire Extinguisher Fire Extinguisher Fire Extinguisher Surveillance No Loitering Metal I.D. Metal I.D. Plastic Laminate Plastic Laminate Plastic Laminate Lumicor Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Vinyl Letters Painted Dibond Painted Dibond Painted Dibond Vinyl Letters Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond Painted Dibond 'Floor 1" "Exit To" "Extertior" ( Braille) 'Floor 1" "Exit To" "Extertior" ( Braille) 'Floor 1" "Exit To" "Extertior" ( Braille) "MANAGERS" "OFFICE" (Braille) (Arrow R) "LEASING" "OFFICE" (Braille) (Arrow L) "STAIR EXIT" "KEEP CLEAR" (Braille) 'STAIR EXIT" "KEEP CLEAR" (Braille) 'MAINTENANCE" " PUBLIC" ELEVATOR" "To First Floor" "Exit" SERVICE" "ELEVATOR" "RESIDENTS" "ELEVATOR" "L1" "L1" "Public" "Garage" "Elevators" "550' "MONON" "BLVD." "550' "MONON" "BLVD." XXXX XXXX XXXX XXXX "LEVEL" "1" "LEVEL" "1" "CALL" "BOX" "CALL" "BOX" XXXX XXXX XXXX XXXX XXXX XXXX XXX XXX "PUBLIC" "ELEVATORS" "RESIDENTS" "ELEVATORS" Stand-off sign --- --- Glass Mounted Sign; Ref. Elev. E5/A532 Glass Mounted Sign; Ref. Elev. E5/A532 Glass Mounted Sign; Ref. Elev. E4/A532 Glass Mounted Sign; Ref. Elev. E4/A532 Glass Mounted Sign; Ref. Elev. E4/A532 Glass Mounted Sign; Ref. Elev. E9/A532 Glass Mounted Sign; Ref. Elev. E9/A532 Glass Mounted Sign; Ref. Elev. E9/A532 Glass Mounted Sign Glass Mounted Sign; Ref. Elev. E4/A532 Glass Mounted Sign Glass Mounted Sign Ref. Elev. E6/A532 Ref. Elev. E6/A532 Ref. Elev. E8/A532 Ref. Elev. E6/A532 Ref. Elev. E7/A532 Ref. Elev. E7/A532 Ref. Elev. E7/A532 Ref. Elev. E7/A532 Ref. Elev. E7/A532 Ref. Elev. E7/A532 Ref. Elev. E6/A532 Ref. Elev. E6/A532 Ref. Elev. E5/A532 Ref. Elev. E4/A532 A4/A530 A4/A530 A4/A530 C4/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D1/A530 D2/A530 D2/A530 D2/A530 D2/A530 F1/A530A F1/A530A F2/A530A F2/A530A F3/A530A F3/A530A F3/A530A F3/A530A F3/A530A F3/A530A F4/A530A F5/A530A F6/A530A F6/A530A SIGN MESSAGE SCHEDULE --- Sign No.Rm. No.Sign Type Sign Name Sign Material Message Remarks Detail SIGN MESSAGE SCHEDULE --- Sign No.Rm. No.Sign Type Sign Name Sign Material Message Remarks Detail 1st Floor Signs ------- "MECH" "STORAGE" (Braille) ------ SCALE: 3/32" = 1'-0" 2 1st Floor Plan A533 Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Cast Stone Sign & Panel Details THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A539 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Tuesday, May 16, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION1'-8"1'-2"14'-0"1'-2"1'-8" 3'-9 5/8"3/8"6'-4"3/8"3'-9 5/8" 5 3/8"4 3/8"9 1/2"2'-2 3/8"1'-7 1/2"1'-8 1/2"6"2"3 1/8"3 1/8"4"3 1/8"3 1/8"2"2'-2 3/8"9 3/8"4 3/8"5 1/2"2'-0"2A53931 sq ft 3A5392"3 5/8"9 1/4"3 5/8"2"CAST STONE SIGN BASE ON FOUNDATION CAST STONE SIGN END ON SIGN BASE 8"CONC. BLOCK BACKUP. REF. S- SERIES DWGS FOR REINFORCING. 3 5/8" CAST STONE SIGN PANEL W/ 3 5/8"X11 7/8" CAST STONE TRIM BELOW LED LIGHT ENCLOSURE FLUSH W/ WALK. REF. C&E- SERIES DWGS. 3/8" JOINTS RAKED & FILLED WITH SEALANT TYP. 6" CONC. CURB REF. C-SERIES DWGS. SIGN LANDSCAPE AREA SHOWN SHADED REF. C-SERIES DWGS.5'-11"T/F TO T/SIGN3/8"6 3/8"9 5/8"2'-1"9 5/8"7 5/8"3/8"1'-0"2'-9 5/8"8'-4 3/4"2'-9 5/8"3"3"3 7/8"3'-3 3/4" 1'-8"3"3"1'-1 3/4" 3/8"1'-0"2'-7 5/8" 2"2'-7 5/8"2'-9"3/8"2'-10"3/8"2'-9"2'-7 5/8"2"1'-4 1/4"8"14'-0" 8" 8" 1'-0"3/8"6'-4"SIGN 3/8"1'-0"11 7/8"10 3/8"3'-3 5/8"SIGN3/8"3 A539 CAST STONE SIGN BASE ON FOUNDATION. REF. TO S- SERIES DWGS. CAST STONE SIGN END ON SIGN BASE 3 5/8" CAST STONE SIGN PANEL W/ ENGRAVED LOGO. PAINT LOGO RECESS. 3/8" JOINTS RAKED & FILLED WITH SEALANT TYP. 3 5/8"X11 7/8" CAST STONE TRIM ON CAST STONE BASE CAST STONE TOP 2"3 5/8"9 1/4"3 5/8"2"1/8"5 7/8"4'-4 5/8"1'-0"4"2"3/8"11 7/8"3/8"3'-3 5/8"3/8"6"3"3"1'-10"6" 3 1/8"3 1/8"4"3 1/8"3 1/8" 1'-4 1/2" 1'-4 1/2" 7 1/8" 9 1/4" 5 5/8" 5'-2"838'-8" CAST STONE TOP REF. TO S- SERIES DWGS FOR BOND BM & VERT. REINF. ANCHORS AS REQ'D. CAST STONE SIGN PANEL W/ ENGRAVED LOGO. CAST STONE TRIM. CAST STONE BASE ON FOUND. 3/8" JTS. RAKED & FILLED W/ SEALANT. TYP. LED LIGHT ENCLOSURE FLUSH W/ WALK. REFER TO C&E- SERIES DWGS.CONC. CURB. REF. TO C-SERIES DWGS. SIGN LANDSCAPE AREA SHOWN SHADED. REFER TO L-SERIES DWGS.5'-10 1/2"T/F TO T/SIGN3/8"7 5/8"3/8"2'-3 1/4"CS DIA.3/8"7 5/8"3/8"4'-4"4'-8"3'-8"RAKE MORTAR JT. & FILL WITH SEALANT 3 5/8" THICK CAST STONE 27 1/4" O.D. WALL PLAQUE ENGRAVED W/ TRAIN LOGO SPECIAL SHAPED BULLSEYE BRICK SURROUND 43 1/4" O.D. 0.1 9C=3'-0"5'-3"M.O.5 7/8"4'-9"4'-9"3/8"7 5/8"3/8"3'-10 1/4"CS DIA.3/8"7 5/8"3/8"RAKE MORTAR JT. & FILL WITH SEALANT 3 5/8" THICK CAST STONE 46 1/4" O.D. WALL PLAQUE ENGRAVED W/ TRAIN LOGO SPECIAL SHAPED BULLSEYE BRICK SURROUND 62 1/4" O.D. 12 13 13.1 +17'-6" 2 2nd Floor 1'-0"2'-0"M.O.8"3/8"3"1'-5 1/4"3"3/8"3/8"3"1'-5 1/4"3"3/8" 2'-4 5/8"2'-0"13'-4"2'-0"EQ.3'-8"-3/4" -1 1/2" RAKE MORTAR JT. & FILL WITH SEALANT 3 5/8" THICK CAST STONE WALL PLANEL ENGRAVED W/ DECO A DESIGN +0" +17'-6" 2 2nd Floor 8"2'-8"M.O.8"3/8"2'-7 1/4"CS3/8"EQ.2'-8"M.O.EQ. 3/8"2'-7 1/4"3/8" 3"1/2"2'-0 1/4"1/2"3"3"1/2"2'-0 1/4"1/2"3"-1/2"-3/4" -2" -1 1/4" -1 1/4" -1 3/4" -3/4" RAKE MORTAR JT. & FILL WITH SEALANT 3 5/8" THICK CAST STONE WALL PLANEL ENGRAVED W/ DECO A DESIGN +0" +0"5'-3"M.O.3/8"7 5/8"3/8"3'-10 1/8"3/8"7 5/8"3/8"CENTER ON OPENING CENTER ON OPENING RAKE MORTAR JT. & FILL WITH SEALANT 3 5/8" THICK CAST STONE 46 1/4" O.D. WALL PLAQUE ENGRAVED W/ SOLAR SYMBOL SPECIAL SHAPED BULLSEYE BRICK SURROUND 62 1/4" O.D. +28'-2" 3 3rd Floor 5'-4 3/4"M.O. 3/8"5'-4"3/8" 3"4'-10"3"2C=8"2'-8"M.O. EAST ELEV.2'-4" M.O. NORTH ELEV.3/8"2'-7 1/4"3/8"3"2'-1 1/4"3"12 A539 CAST STONE PANEL W/ ART DECO A DESIGN. REF. TO EAST & NORTH ELEV. FOR LOCATIONS RAKE MORTAR JT & INSTALL SEALANT & BACKER ROD +0" +0" +0"+0" -1 1/8" -5/8"2c=8"2'-8"M.O. EAST EL.2'-4" M.O. NORTH EL.3/8"2'-7 1/4" EAST. EL.2'-3 1/4" NORTH EL.3/8"CAST STONE PANEL W/ ART DECO A INSET DESIGN RAKE MORTAR JT & INSTALL SEALANT & BACKER ROD 3 5/8" 3/4" 5/8"1/2"2 1/2"2'-8" M.O. TYP.10'-0" M.O. EAST EL.3/8"2'-7 1/4"3/8"1'-8" M.O. TYP. 2'-0" M.O. EAST EL. 3/8"1'-7 1/4" TYP. 1'-11 1/4" EAST EL. 3/8"3"2'-1 1/4"3"3"1'-1 1/4"TYP. 1'-5 1/4" EAST EL. 3" CAST STONE LIGHT NITCH. REF. TO ELEVATIONS FOR LOCATIONS RAKE MORTAR JT & INSTALL SEALANT & BACKER ROD LIGHT & J-BOX BY ELEC. CONTR. CENTERED ON NITCH 2'-8"M.O. TYP.10'-0" MO. EAST EL.3/8"2'-7 1/4"TYP.9'-11 1/4" EAST EL.3/8"6" 3 5/8"2 3/8" 1 1/8"2 1/2" CAST STONE LIGHT NITCHE RAKE MORTAR JT & INSTALL SEALANT & BACKER ROD J-BOX BY ELEC. CONTR. CENTERED ON NITCHE SCALE: 3/4" = 1'-0" 1 Ground Sign Plan A539 0 1'2'3' SCALE: 3/4" = 1'-0" 2 Ground Sign Elevation A539 0 1'2'3' SCALE: 3/4" = 1'-0" 3 Ground Sign Wall Section A539 0 1'2'3' SCALE: 3/8" = 1'-0" 5 Logo On Brick Elevation A539 0 2'4'6' SCALE: 3/8" = 1'-0" 6 Logo on Brick South Elevation A539 0 2'4'6' SCALE: 1:100.09 4 Ground Sign 3D A539 SCALE: 3/8" = 1'-0" 8 Art Deco C Panel E. Elev. A539 0 2'4'6' SCALE: 3/8" = 1'-0" 9 Solar Sym. Panel N. Elev. A539 0 2'4'6' SCALE: 3/4" = 1'-0" 11 Art Deco A Window Panel Elev. A539 0 1'2'3' SCALE: 3/4" = 1'-0" 12 Art Deco A Sect. A539 0 1'2'3' SCALE: 3/4" = 1'-0" 13 Light Niche Elev. A539 0 1'2'3' SCALE: 3/4" = 1'-0" 14 Light Niche Sect. A539 0 1'2'3' SCALE: 3/8" = 1'-0" 7 Art Deco A Panel S. Elev. A539 0 2'4'6' Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC EIFS Sign & Panel Details THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A540 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Tuesday, May 16, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION10" BUILDING ADDRESS CENTERED ON FASCIA & ENGRAVED 3/4" DEEP INTO EIFS FASCIA BY EIFS CONTRACTOR. PAINT ENGRAVED LETTERS COLOR AS SELECTED BY ARCHITECT. CAST STONE GROUND SIGN. REFER TO DETAILS SHEET A539.2"6"6" ARIAL FONT, CLEARANCE HEIGHT, CENTERED ON FASCIA & ENGRAVED 3/4" DEEP INTO EIFS FASCIA BY EIFS CONTRACTOR. VERIFY CLEARANCE HEIGHT IN FIELD PRIOR TO ENGRAVING LETTERING. PAINT ENGRAVED LETTERS COLOR AS SELECTED BY ARCHITECT.2'-3"2'-3"1'-7"17'-9"1'-7"EQ.2'-0 1/2"EQ.17'-9"3'-2"4'-5 1/2"20'-11"1'-4"3'-1"1'-5"3'-2"BUILDING NAME & TRAIN LOGO ENGRAVED 3/4" INTO PARAPET EIFS BY EIFS CONTRACTOR. ENGRAVED EIFS PAINTED COLOR AS SELECTED BY ARCHITECT EP6.7 NO FASCIA MAXIMUM SIGN AREA SHOWN BY DASHED LINE 5'-1 1/2"±2'-6 3/4"2'-6 3/4"EQ.2'-2 1/4"2'-2 1/4"EQ. TRAIN LOGO ENGRAVED 3/4" INTO EIFS BY EIFS CONTRACTOR. ENGRAVED EIFS PAINTED COLOR AS SELECTED BY ARCHITECT EP6.10 A NO FASCIA +38'-10" 4 4th Floor EQ.5'-7 5/8"PANEL EQ. 2 7/8"EQ.3'-6"4"2 3/4" 6"4'-7 5/8"6" 6 A540 LIMESTONE SILL EIFS COLUMN WINDOW PANEL EIFS 6" HALF & QUARTER ROUND COLUMNS SEALANT & BACKER ROD SEALANT & BACKER ROD STEEL LINTEL W/ 4" BRNG. AT EACH SIDE MIN. FILL BRICK CORES SOLID W/ MORTAR 3 COURSES BELOW LINTEL MIN. +38'-10" 4 4th Floor 3'-3 1/4"1'-10 1/2"1/2"5'-0 1/2"3 FLR PNL 4'-11" 2 FLR PNL 3/4"4'-3 3/4"1/2"8 1/4"3"1"6"2'-11 3/4"6"1/2"5 1/2"6 3/4" 1" 3 3/4" 3/4" 3"3/4"3 1/4"3 1/4"3/4" 1 1/2" 4 1/2" 6 1/4" 1/2" LIMESTONE SILL ON STL LINTEL EIFS COLUMN WINDOW PANEL EIFS 6" HALF ROUND COLUMNS SEALANT & BACKER ROD SEALANT & BACKER ROD 8 A540 +38'-10" 4 4th Floor EQ.5'-7 1/2"PANEL EQ. 6"4'-7 1/2"6" LIMESTONE SILL EIFS TRAIN WINDOW PANEL W/ SHADED AREAS RECESSED 3/4" SEALANT & BACKER ROD SEALANT & BACKER ROD STEEL LINTEL W/ 4" BRNG. AT EACH SIDE MIN. FILL BRICK CORES SOLID W/ MORTAR 3 COURSES BELOW LINTEL MIN. +38'-10" 4 4th Floor 3'-3 1/4"1'-10 1/2"1/2"5'-0 1/2"3 FLR PNL4-11" 2 FLR PNL3/4"4'-3 3/4"1/2"8 1/4"3/4"3"1"6"2'-11 3/4"6"1/2"5 1/2" 1"4 1/2" 1/2"4" 6 1/4"1/2" 3/4" 1 1/2" 4 1/2" 3/4" LOGO RECESS 3 1/4" LIMESTONE SILL ON STL LINTEL EIFS TRAIN WINDOW PANEL SEALANT & BACKER ROD SEALANT & BACKER ROD SCALE: 3/8" = 1'-0" 1 West Building Address Elevation A540 0 2'4'6' SCALE: 3/8" = 1'-0" 2 West Canopy Clearance Signage A540 0 2'4'6' SCALE: 3/8" = 1'-0" 3 EIFS Parapet Building Name & Logo Sign A540 0 2'4'6' SCALE: 3/8" = 1'-0" 4 EIFS East Parapet Train Logo A540 0 2'4'6' SCALE: 3/4" = 1'-0" 5 EIFS Column Panel Elev. A540 0 1'2'3' SCALE: 3/4" = 1'-0" 6 EIFS Column Panel Sect. A540 0 1'2'3' SCALE: 3/4" = 1'-0" 7 EIFS Train Panel Elev. A540 0 1'2'3' SCALE: 3/4" = 1'-0" 8 EIFS Train Panel Sect. A540 0 1'2'3' Walk 8 ft to 9 ftGround sign Flanking Landscaped areas New ROW Edge Porte Cochere UDO Section 5.39: Ground Sign - 0' Setback from Street ROW and no Sign Base Landscaping The ConcourseGround sign landscaping area and location to ROW 1'-8"1'-2"14'-0"1'-2"1'-8" 3'-9 5/8"3/8"6'-4"3/8"3'-9 5/8" 2 1/4" 3 1/8" 4 3/8"2'-11 7/8"1'-7 1/2"1'-8 1/2"6"2"3 1/8"3 1/8"4"3 1/8"3 1/8"2"2'-11 7/8"4 3/8"3 1/8"2 1/4"2'-0"2A53931 sq ft 3A5392"3 5/8"9 1/4"3 5/8"2"CAST STONE SIGN BASE ON FOUNDATION CAST STONE SIGN END ON SIGN BASE 8"CONC. BLOCK BACKUP. REF. S- SERIES DWGS FOR REINFORCING. 3 5/8" CAST STONE SIGN PANEL W/ 3 5/8"X11 7/8" CAST STONE TRIM BELOW LED LIGHT ENCLOSURE FLUSH W/ WALK. REF. C&E- SERIES DWGS. 3/8" JOINTS RAKED & FILLED WITH SEALANT TYP. 6" CONC. CURB REF. C-SERIES DWGS. SIGN LANDSCAPE AREA SHOWN SHADED REF. C-SERIES DWGS.5'-11"T/F TO T/SIGN3/8"6 3/8"9 5/8"2'-1"9 5/8"7 5/8"3/8"1'-0"2'-9 5/8"8'-4 3/4"2'-9 5/8"3"3"3 7/8"3'-3 3/4" 1'-8"3"3"1'-1 3/4" 3/8"1'-0"2'-7 5/8" 2"2'-7 5/8"2'-9"3/8"2'-10"3/8"2'-9"2'-7 5/8"2"1'-4 1/4"8"14'-0" 8" 8" 1'-0"3/8"6'-4"SIGN 3/8"1'-0"11 7/8"10 3/8"3'-3 5/8"SIGN3/8"3 A539 CAST STONE SIGN BASE ON FOUNDATION. REF. TO S- SERIES DWGS. CAST STONE SIGN END ON SIGN BASE 3 5/8" CAST STONE SIGN PANEL W/ ENGRAVED LOGO. PAINT LOGO RECESS. 3/8" JOINTS RAKED & FILLED WITH SEALANT TYP. 3 5/8"X11 7/8" CAST STONE TRIM ON CAST STONE BASE CAST STONE TOP 2" 3 5/8" 9 1/4" 3 5/8" 2"3/8"6"4'-4 5/8"1'-0"4"2"3/8"11 7/8"3/8"3'-3 5/8"3/8"6"3"3"1'-10"6" 3 1/8" 3 1/8" 4" 3 1/8" 3 1/8" 1'-4 1/2" 1'-4 1/2" 7 1/8" 9 1/4" 5 5/8" 5'-2"838'-8" CAST STONE TOP REF. TO S- SERIES DWGS FOR BOND BM & VERT. REINF. ANCHORS AS REQ'D. CAST STONE SIGN PANEL W/ ENGRAVED LOGO. CAST STONE TRIM. CAST STONE BASE ON FOUND. 3/8" JTS. RAKED & FILLED W/ SEALANT. TYP. LED LIGHT ENCLOSURE FLUSH W/ WALK. REFER TO C&E- SERIES DWGS.CONC. CURB. REF. TO C-SERIES DWGS. SIGN LANDSCAPE AREA SHOWN SHADED. REFER TO L-SERIES DWGS.5'-11"T/F TO T/SIGN"2 1/2" SCALE: 3/4" = 1'-0" 1 Ground Sign Plan A539 0 1'2'3' SCALE: 3/4" = 1'-0" 2 Ground Sign Elevation A539 0 1'2'3' SCALE: 3/4" = 1'-0" 3 Ground Sign Wall Section A539 0 1'2'3' SCALE: 1:100.09 4 Ground Sign 3D A539 = 1'-0" co A Sect. 2'3'4'-4 1/2" FINDINGS OF FACT FORM DEVELOPMENT PLAN CONSIDERATION Carmel Plan Commission, Carmel, Indiana DOCKET NO.?Z"21Y13-0Nv7-1 DP PROJECT NAME: -I1"12 Gr1► YOU rI PETITIONER: PectcP'r (-1ryup Based upon all the evidence presented by the Petitioner and upon the Department Report of the Department of Community Services, dated,we determine that the Development Plan complies with the Standards set forth in the Carmel Unified Development Ordinance. We hereby approve the Development Plan as submitted with the following specific conditions as agreed to by the petitioner. Condition 1. Condition 2. We hereby disapprove of the Development Plan as submitted for the following reasons: 1. 2. 3. DATED THIS I S DAY OF , 20 23. eummission Member pc Wear► A-i Officer rn i s l2Qe 1 p, E doll ibctMMln Page 9 Filename:Development Plan and DP Amend Application 2023 Rev.1/3/2023 Page 8 of 12 File: Hearing Officer Development Standards Variance Handout 2023 (002) Revised: 02/03/2023 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 + first two blanks) Docket No.: PZ-2023-00093 V Petitioner: Village Capital Corporation 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: We are requesting a lot coverage of 86% which is not drastically over the standard 80% that the city typically uses. The extra lot coverage we are requesting will not create any cause of concern in terms of public health, safety or morals as the project will be aesthetically pleasing and we plan on using the proximity of the Monon Trail to our advantage. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: We are not taking away from adjacent property because we plan to utilize the Monon Trail to our advantage and have been working with the city in negotiations to create another crossroad to the south of the property that would connect Monon Boulevard to 3rd Avenue. 3. The strict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: Due to helping the Carmel Redevelopment Commission by deeding over some of our land on the East side of the property near the Monon Trail, our original plans for “The Concourse” building became over the allotted 80% coverage ratio. Making us redo the plans to adhere to lot coverage UDO Standard would cost time, money and resources not only in relation to The Concourse land, but to our adjacent property to the South we plan on developing and to the crossroad construction we have discussed with the city. DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ HEARING OFFICER, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 8 of 12 File: Hearing Officer Development Standards Variance Handout 2023 (002) Revised: 02/03/2023 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 + first two blanks) Docket No.: PZ-2023-00094 V Petitioner: Village Capital Corporation 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: We are requesting 8’ sidewalks in some cases instead of the 10-12’ requirement. Near the outside of the property would still have 10’ sidewalks where most of the public would be in relation to the project. Closer to the middle of the property, up near the building itself we are requesting some of the sidewalks to only be 8’. We believe this distinction is still a safe variance from the typical requirement and would not pose any safety concerns. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: Due to the sidewalks that require the variance being in a location that is not spotted easily from outside the property, adjacent areas will not be able to tell in the slight variance in the sidewalk width. Therefore, use and value is not likely to be affected in anyway. 3. The strict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: Making the sidewalks wider would force the lot coverage percentage of the property to go even higher and would harm the aesthetic design of the building as well as possibly making a reduction in the amount of apartments necessary. DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ HEARING OFFICER, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 8 of 12 File: Hearing Officer Development Standards Variance Handout 2023 (002) Revised: 02/03/2023 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 + first two blanks) Docket No.: PZ-2023-00095 V Petitioner: Village Capital Corporation 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: Granting a ground sign 0’ set back from the Right-of-Way and not requiring an equal landscaped green area at the base of “The Concourse” permanent sign will not be injurious to public safety or general welfare because of the design of the project. There is still landscaping surrounding the signage it just does not lay at the base of the sign and still looks appeasing in design. The sign does not alter or interfere with the ROW making the variance request no cause for concern in relation to public health, safety or general welfare. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: The variances we are requesting do not cause any visible outliers that would harm the function or viewing of the property. These changes would also not lessen the use or value of any adjacent area near the property. 3. The strict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: If we are not given this variance it would disrupt the entire project by derailing our main entrance into “The Concourse”. The permanent sign welcomes people to the property in an appropriate and appeasing way while not causing any disruption to the property or surrounding areas. DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ HEARING OFFICER, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant.