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HomeMy WebLinkAboutAA146 PARTIAL PLANS SOUTH AREA B M-NProject: 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 AA146 PARTIAL PLANS SOUTH AREA B M-N Bid Set 12.18.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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:SOUTH MODULES:BLDG.A SOUTH M-N FLOORS 2-8.bpn.pln 29 26 N.1 25 L.9 M M.5 N 1'-0 1/4" 6'-3 1/4" 9 1/2" 1'-0 1/4" 11'-3 1/4" 8'-2 1/2" 6 1/4" 20'-0" 2'-1 3/4" 1'-0 1/4" 11 1/2" 1'-0 1/4" 6'-4" 13'-8" 7'-4 1/4" 23'-8" 1'-0 1/4" 6'-9 1/4" 14'-9 1/2" 5'-2 1/2" 12'-3 5/8" 7'-8 3/8" 22'-8" 2'-10" 14'-11" R.O. 2'-2 7/8" 1'-0" 5 1/2" 18'-6 1/2" 1'-0" 1'-5 1/2" 3" 3/4" 1 AA350 3 AA350 6 AA350 7 AA350 01 AA231 DR24 HEAD HT. = +8'-5 1/2" ABOVE STRUC. SLAB S6Di S6Di S6Di VEIFS VEIFS VEIFS SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS DR11 HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB S6Di S6Di S6Di S6A S6A S6D S6D VEIFS VEIFS BYPASS WALL: BASE AT 69'-9" (SIXTH FLR.), T.O.W. AT +87'-3" BYPASS WALL: BASE AT 69'-9", T.O.W. AT +83'-6" BYPASS WALL: BASE AT 69'-9", T.O.W. AT +83'-6" BYPASS WALL: BASE AT 69'-9", T.O.W. AT +87'-3" 1 1 1 2 7 REFER TO 05/AA433 FOR BALCONY SLAB METAL RAILING. SEE 03/AA705 STAIR SA2, REF. TO SHEET AA420 26 N.1 25 L.9 M M.5 N 3 AA147 4'-6" 5'-4" 5'-4" 4'-10" 12'-3 5/8" 7'-8 3/8" 1'-9 3/4" 40'-0" 2'-1 3/4" 43'-11 1/2" 1'-0 1/4" 4" 3" 3/4" 1 AA350 3 AA350 01 AA231 DR01 HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB S6Di W05 W05 W05 S6Di S6Di S6Di VEIFS VEIFS VEIFS VBRK2 VBRK2 SEE ADJACENT SEE ADJACENT FACADE DRAWINGS FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS 1 1 HEAD HT.= 8'-1 1/2" 5 3 ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB EDGE OF STRUCTURAL SLAB EXPANSION JOINT STAIR - SA2, REF. SHEET AA420 26 N.1 25 L.9 M M.5 N 4 AA256 4'-6" 5'-4" 5'-4" 4'-10" 12'-3 5/8" 7'-8 3/8" 1'-0 1/4" 40'-0" 2'-1 3/4" 43'-2" 6" 1'-0 1/4" 1'-0 1/4" 30'-0" 31'-0 1/4" 3" 3/4" 3 AA350 01 AA231 DR01 HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB S6Di W05 W05 W05 S6Di S6Di S6Di VEIFS VEIFS VEIFS VBRK2 SEE ADJACENT SEE ADJACENT FACADE DRAWINGS FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS 1 1 HEAD HT.= 8'-1 1/2" 5 3 ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB EXPANSION JOINT STAIR SA2, REF. TO SHEET AA420 26 N.1 25 L.9 M M.5 N 3 AA147 4'-6" 5'-4" 5'-4" 4'-10" 12'-3 5/8" 7'-8 3/8" 1'-9 3/4" 40'-0" 2'-1 3/4" 43'-11 1/2" 1'-0 1/4" 4" 3" 3/4" 1 AA350 3 AA350 01 AA231 1 1 5 3 DR01 HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB S6Di W05 W05 W05 S6Di S6Di S6Di VEIFS VEIFS VEIFS VBRK2 VBRK2 SEE ADJACENT SEE ADJACENT FACADE DRAWINGS FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB HEAD HT.= 8'-1 1/2" ABOVE STRUC. SLAB EDGE OF STRUCTURAL SLAB EXPANSION JOINT STAIR - SA2, REF. SHEET AA420 1 2 3 4 5 6 7 8 9 10 11 PLAN NOTES REFER TO SHEET AA504 FOR STRUCTURAL FIREPROOFING DETAILS. SECONDARY STEEL, TUBE STEEL COLUMN & LINTEL, REF TO S-SERIES DWGS (BID SET A305B). METAL RAILING, REF. DETAIL 1/AA705 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. METAL RAILING, REF. DETAIL J7/AA603 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. EIFS ORNAMENT, REF. ELEVATIONS METAL RAILING, REF. DETAIL 5/AA705 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. METAL RAILING, REF. DETAIL 3/AA705 AND S-SERIES DRAWINGS FOR RAILING ATTACHMENT @ JAMB. PARAPET WALL CAP BELOW CORNICE BELOW SLOPED KICKER WALL BELOW SCALE: 1/4" = 1'-0" ROOF DRAIN 4 SIXTH FLOOR AA146 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA146 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIFTH FLOOR AA146 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD & FOURTH FLOOR AA146 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. JAW 12/29/08 CDB A.300 05.20.09