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AA136 FLOOR PLANS Area B EAST 21-24
Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA136 FLOOR PLANS Area B EAST 21-24 Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 25 26 27 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE BID SET A.300, 02/##/09 MASONRY AND EIFS UPDATE 2 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Friday, February 27, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST 21-24.pln 27 27 24 23 Q Q.5 R 22 21.5 21 10 AA133 1'-0 1/4" 1'-1 3/8" 1'-0" 5'-0" 1'-0" 2'-6" 7'-5 5/8" 1'-0" 2'-6" 1'-0" 5'-0" 1'-0" 1'-5" 1'-0 1/4" 28'-6" 5'-11 7/8" 8" 9 1/4" 1'-4" 2'-1 1/4" 6'-11 1/8" 1'-4" 8'-3 1/8" 11 1/2" 1'-6" 2'-1 5/8" 27'-5 5/8" 2'-5 1/4" 28'-0 1/4" 2'-5 1/2" 9 1/4" 1'-4" 2'-1 1/4" 1'-3" 5 3/8" 11 3/8" 1'-4 1/4" 1'-4 3/4" 3 EQ. 3 EQ. 3 EQ. 1'-2 5/8" 6" 15'-2 1/2" 1'-4 1/8" 6" 5 AA703 5 AA703 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 1 AA221 S6A S6A S6A S6A S6A S3.5A S3.5A S3.5A S3.5A S3.5A S3.5A S3.5A S3.5A S6A 10 10 10 10 10 10 7 S6A S3.5A S6A S6A S3.5A S3.5A S8A SEE BID SET A220 FOR ROOF AND ROOF POP- UP STRUCTURES SEE BID SET A220 FOR ROOF AND ROOF POP- UP STRUCTURES 5 5 14 STANDING SEAM ROOM BELOW EDGE OF ROOF DECK EDGE OF ROOF DECK 27 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLAN NOTES MASONRY CONTROL JOINT. EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING. BUILDING EXPANSION JOINT. STEEL COLUMN, REF TO S-SERIES DRAWINGS. PREFINISHED MTL. DOWNSPOUT. MTL. RAILINGS, SEE J8/AA603. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. REFER TO SHEET AA432 FOR BALCONY SLAB DRAWINGS. BYPASS WALL: BASE AT 83'-6" (SEVENTH FLOOR), T.O.W. AT +103'-3". BYPASS WALL: BASE AT 69'-9" (SIXTH FLOOR), T.O.W. AT +103'-3" EIFS CORNICE BELOW PORCH DRAIN METAL STANDING SEAM ROOF BELOW METAL RAILING SYSTEM THROUGH PARAPET WALL, REFERENCE S-SERIES DRAWINGS. METAL RAILINGS, SEE 5/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. METAL RAILINGS, SEE 3/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. 24 23 Q Q.5 R 22 21.5 21 5 AA703 5 AA703 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 1 AA221 NOTE: SEE BID SET A220 FOR ROOF AND ROOF POP-UP STRUCTURES SEE BID SET A220 FOR ROOF AND ROOF POP- UP STRUCTURES SEE BID SET A220 FOR ROOF AND ROOF POP- UP STRUCTURES STANDING SEAM ROOM BELOW SCALE: 1/4" = 1'-0" 01 EIGHTH FLOOR (PARAPET WALLS) AA136 0 2' 4' 8' SCALE: 1/4" = 1'-0" 02 EIGHTH FLOOR (PARAPET COPING) AA136 0 2' 4' 8' JDR, CBB, EJD LGA, JAW 10.24.08 02.##.09 A.300