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HomeMy WebLinkAboutAA135 FLOOR PLANS Area B EAST 21-24Project: 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 AA135 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 28 29 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, 02/27/09 MASONRY AND EIFS UPDATE 2 A.300.ASI.004, 03/08/09 CCC.A.ASI.1, 5.20.09 RFI UPDATES, PUBLIC WAYS, ROOF UPDATES SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Wednesday, May 20, 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 29 29 29 24 23 23.6 Q Q.2 Q.5 R 22 21.5 21.4 21 21.9 9 or 10 AA505 9 AA133 3'-8 1/4" 6'-0" 2'-6" 6'-0" 3'-6" 6'-0" R.O. 2'-6" 6'-0" 3'-3" 1'-4 1/4" 6 3/4" 40'-9 1/2" 8 3/8" 8" 1'-4 3/8" 8 1/4" 2'-0 1/4" 2'-8 1/2" 10'-0" 2'-0 1/2" 11 1/2" 1'-6" 3'-11 1/4" 6'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-6 3/4" 2'-6 1/4" 2'-2 1/4" 27'-4 3/8" 2'-5 7/8" 28'-0 1/4" 2'-5 1/2" 31'-0 1/4" 9 1/4" 1'-4 1/4" 2'-1 1/2" 9 1/4" 1'-4 1/4" 2'-1 1/2" 1'-0 1/4" 1'-2" 1'-10 7/8" 10'-0" 4'-10 5/8" 4'-0" 4'-0" 2'-6 7/8" 1'-5 5/8" 1'-0 1/4" 3'-3 3/4" 4'-0" 4'-0" 4'-8" 7 3/8" 7'-5 1/2" 6'-7 7/8" 14'-1 3/8" 3'-5" 10 1/4" 4'-3 1/4" 3'-4 1/4" 2'-10 1/4" 1'-3 1/4" 6'-2 1/2" 6'-1 3/4" 16'-6" 8'-0" 6'-6 1/4" 15'-10 1/4" 37'-2" 6 3/4" 10'-2" 8'-0" 8'-0" 6'-3 1/2" 32'-5 1/2" 6'-11 3/4" 2'-6 1/4" 9'-6" 11 1/2" 1'-2 3/4" 2'-0 7/8" 1'-10 1/4" 3'-0" 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 1 AA221 3 AA222 2 AA222 1 AA223 2 AA223 3 AA223 4 AA223 5 AA223 6 AA223 W11 DR08 W11 W13 DR08 DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB W11 W12 DR09 HEAD HT. = +8'-3" ABOVE STRUC. SLAB S6D DR09 HEAD HT. = +8'-3" ABOVE STRUC. SLAB S6D S6D S3.5A S6D S6D S6Di S6Di S6D S6Di S6D S6Di S6Ai S6Di S6Di S3.5A S6Di S6D S6D S6A BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" BYPASS WALL: BASE AT 69'-9" (SIXTH FLOOR), T.O.W. AT +103'-3" HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB REFER TO 04/AA432 FOR BALCONY SLAB BYPASS WALL: BASE AT 69'-9" (SIXTH FLOOR), T.O.W. AT +103'-3" BYPASS WALL: BASE AT 69'-9" (SIXTH FLOOR), T.O.W. AT +103'-3" 15 15 15 15 15 16 15 15 7 16 7 7 S6Di S6Di 12 7 7 88 12 12 12 SIM. 11 8 12 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 11 HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB 24 23 Q Q.5 R 22 21.5 21 9 or 10 AA505 9 or 10 AA505 9 or 10 AA505 8 AA133 7 1/8" 5'-1" 10'-6" 10'-6" 5'-11" 32'-0" 6 1/2" 40'-9 3/4" 31'-0 1/4" 9 1/2" 1'-4" 2'-1 1/2" 1'-5" 1'-0 1/4" 1'-9 3/4" 10'-0" 4'-7 3/4" 4'-0" 4'-0" 3'-6 3/4" 11 1/2" 1'-6" 2'-5 1/4" 28'-0 1/4" 2'-5 1/2" 4'-2" 6" 9 1/2" 9 1/2" 1'-4" 2'-1 1/2" 2'-5 1/4" 4'-0" 4'-0" 3'-1 1/2" 11" 6 1/4" 7'-3 3/4" 7'-4 3/4" 14'-3 3/4" 5 1/2" 1'-0" 2'-7 3/8" 10" 5'-1 1/4" 2'-1 3/8" 10" 7 3/8" 7'-5 5/8" 7'-5 1/4" 14'-10 7/8" 13'-6 3/4" 16'-1 3/4" 15'-9 1/4" 21'-7 1/8" 7'-2 5/8" 10" 8'-0 5/8" 2'-1 5/8" 27'-5 5/8" 7'-4 7/8" 1'-11 5/8" 9'-4 1/2" 7'-9 1/8" 1'-0 1/4" 1'-1 3/8" 1'-4" 2'-6 1/4" 7'-10" 7'-10" 5'-11 1/8" 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 1 AA221 2 AA222 3 AA222 1 AA223 2 AA223 3 AA223 5 AA223 6 AA223 W11 W13 DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB DR08 DR08 DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB DR08 HEAD HT. = +7'-3" ABOVE STRUC. SLAB DR09 HEAD HT. = +8'-3" ABOVE STRUC. SLAB DR09 HEAD HT. = +8'-3" ABOVE STRUC. SLAB W11 W12 S6Di S6Ai S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6D S6Di S6Di S6Di S6Di S6D S6D S6D S6Di BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-0" HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB 7 7 10 8 8 10 9 8 10 16 10 10 12 8 12 12 5 5 8 12 HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 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. METAL RAILINGS, SEE 1/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. SCALE: 1/4" = 1'-0" 1 SIXTH FLOOR AA135 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SEVENTH FLOOR AA135 0 2' 4' 8' : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 10.24.08 JDR, CBB, EJD LGA, JAW A.300 05.20.09