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HomeMy WebLinkAboutAA168 PARTIAL PLANS AREA A SOUTH L-MProject: 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 AA168 PARTIAL PLANS AREA A SOUTH L- M Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 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 L-M.pln 32 32 32 32 32 32 L L.5 L.9 25 24.1 M 3 AA147 1'-0 1/4" 1'-6 7/8" 11 5/8" 2'-8 5/8" 2'-8 5/8" 4'-7 1/8" 36'-10" 6 1/4" 8'-2 1/4" 11'-9 3/4" 10'-4" 6'-6" 27'-10" 6 1/4" 1'-0 1/4" 18'-4" 5'-0" 3'-5 3/4" 9'-0" R.O. 4" 4" 1 AA368 2 AA368 3 AA368 1 AA368 1 AA256 2 AA256 DR07 HEAD HT. = +7'-0" ABOVE STRUC. SLAB W35 S6Di VBRK2 S6Di S6Di S6Di S6Di VEIFS VEIFS VBRK2 VBRK2 VBRK2 W41 1 2 3 1 4 4 4 2 4 10 10 6 ARCHED OPENING, HEAD HT. = +8'-2 2/8" ABOVE STRUCT. SLAB SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS VEIFS VEIFS HEAD HT.= 7'-7" ABOVE STRUC. SLAB HEAD HT.= 7'-7" ABOVE STRUC. SLAB LOW ROOF L L.5 25 24.1 L.9 M 4 AA256 1 AA572 2 AA572 3 AA572 4 AA572 6 5/8" 1'-0 1/4" 2'-7 1/4" 9'-2 3/4" 4'-4 1/4" 8'-6 3/4" 11 7/8" 8'-6 3/4" 2'-7" 2'-7" 9'-6 3/4" 2'-5" 9'-6 3/4" 3'-11 1/4" 3 1/2" 1 AA368 2 AA368 3 AA368 1 AA256 2 AA256 S6D SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS S6D S6D S6D : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 2 5 5 5 8 7 6 BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" E.O.S. BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" L L.5 L.9 25 24.1 M 3 AA147 1'-0 1/4" 1'-6 7/8" 11 5/8" 2'-8 5/8" 36'-10" 6 1/4" 8'-2 1/4" 11'-9 3/4" 10'-4" 6'-6" 1'-0 1/4" 18'-4" 5'-0" 3'-5 3/4" 27'-10" 6 1/4" 4" 4" 9'-0" R.O. 2'-8 5/8" 4'-7 1/8" 1 AA368 2 AA368 3 AA368 1 AA368 1 AA256 2 AA256 1 2 3 1 4 4 4 2 4 10 10 6 DR07 HEAD HT. = +7'-0" ABOVE STRUC. SLAB W35 S6Di VBRK2 S6Di S6Di S6Di S6Di VEIFS VEIFS VBRK2 VBRK2 VBRK2 W41 ARCHED OPENING, HEAD HT. = +8'-2 2/8" ABOVE STRUCT. SLAB SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS VEIFS VEIFS HEAD HT.= 7'-7" ABOVE STRUC. SLAB HEAD HT.= 7'-7" ABOVE STRUC. SLAB LOW ROOF L L.5 L.9 25 24.1 M 3 AA147 1'-0 1/4" 1'-6 3/4" 36'-10" 6 1/4" 11 5/8" 7'-2 5/8" 7'-2 5/8" 4'-7 1/8" 10'-4" 6'-6" 1'-0 1/4" 18'-4" 5'-0" 3'-5 3/4" 6 1/4" 27'-10" 9'-2 3/4" R.O. 4" 4" 2'-7" 9'-6 3/4" 2'-5" 9'-6 3/4" 3'-8 1/2" 2'-7 1/4" 9'-2 3/4" 4'-4 1/4" 8'-6 3/4" 11 7/8" 8'-6 3/4" 2'-7" 1'-0 1/4" 1 AA368 2 AA368 3 AA368 1 AA256 2 AA256 DR07 W34 S6Di VBRK2 S6Di S6Di S6Di S6Di S6Di VEIFS VEIFS VBRK2 VBRK2 VBRK2 HEAD HT. = +7'-9" ABOVE STRUC. SLAB 1 2 1 3 4 4 4 4 : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 6 W41 2 SEE ADJACENT FACADE DRAWINGS SEE ADJACENT FACADE DRAWINGS HEAD HT.= 7'-11" ABOVE STRUC. SLAB BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" RECTANGULAR OPENING, HEAD HT. = +8'-0" ABOVE STRUC. SLAB HEAD HT.= 7'-7" ABOVE STRUC. SLAB BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-4" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +63'-0" 1 2 3 4 5 6 7 8 9 10 11 EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING METAL RAILING SEE 1/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS REFER TO AA504 & AA505 FOR STRUCTURAL FIREPROOFING DETAILS. PLAN NOTES LINE OF CORNICE BELOW REFER TO EXTERIOR ELEVATION FOR THIS AREA DECORATIVE BALLUSTRADE ABOVE IN THIS AREA PARTIAL HEIGHT CFS STUD FRAMING INCLUDED AS PART OF THIS FLOOR PLAN, BID SET A310.A SEE DETAILS FOR ADDITIONAL INFORMATION BUILDING EXPANSION JOINT NO INTERIOR GYP. BOARD STEEL COLUMN, REF. TO S-SERIES DWGS. GRANITE BASE BELOW L L.5 L.9 M 30 24.1 7 AA132 4 1/4" 2'-2 3/4" 11'-2 1/2" R.O. 2'-2 3/4" 3'-11 3/4" 2'-0" 12'-10" R.O. 2'-0" 1'-6" 2" 1'-6" 5'-11 3/4" 10" 1'-9" 1'-7 5/8" 5 1/8" 2'-0 3/4" 1'-0 1/4" 1'-0 1/4" 3'-6" 1'-6" 1'-6" 2 AA368 3 AA368 4 AA368 4 M8 4 10 10 4 4 S8Di S8Di S8Di S8Di 11 11 2 11 11 L L.5 L.9 M 3'-5" 2'-0" 1'-6" 13'-10" 1'-6" 11" 2'-3 7/8" 2'-3 7/8" 6 3/4" 1'-5 3/8" 5 3/4" 4 5/8" 3'-2 7/8" 3'-7 1/2" 3'-2 7/8" 3'-11" 1'-9" 2 M10 M8 M4 M6 M6 M8 M8 M10 M8 M6 M6 M6 M6 EDGE OF CONCRETE RIBBON SLAB EDGE OF CONCRETE RIBBON SLAB GALVANIZED ANGLE BELOW GRADE FOR VENEER SUPPORT, REF S-SERIES DWGS HOLD TOP OF BLOCK DOWN 8" AT RIBBON SLAB 24.1 4 5/8" 4 1/4" 2'-2 3/4" 7 7/8" 9'-10 3/4" 7 7/8" 2'-11 5/8" 3'-2 7/8" 2'-0" 14'-10" 1'-6" 2'-1 1/4" 1'-1 5/8" 7 7/8" 1'-5 3/8" 5 3/4" 7 7/8" 6 1/2" 1'-2 1/4" 4 3/8" 1'-0 7/8" 6 1/2" 1'-2 1/4" 1'-5 1/4" 2 AA368 3 AA368 4 AA368 04 AA508 SCALE: 1/4" = 1'-0" 2 SECOND FLOOR AA168 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 FIFTH FLOOR AA168 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 THIRD FLOOR AA168 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 FOURTH FLOOR AA168 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 FIRST FLOOR AA168 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 PLAZA LEVEL PLAN AA168 0 2' 4' 8' CDB BAB 12/29/08 A.300 06/29/09