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AA166 FLOOR PLANS AREA A H-J
44 42 CCC.A.ASI.23, 05/20/10 CCC.A.ASI.18, 03/29/10 REVISED MAILBOX CONFIGURATION 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 AA166 FLOOR PLANS AREA A H-J Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA !"#$%&'()! !"#$%$&'() !" !! #$ % & '()'*' '()'*+ '()'*, ( !"#$%&'( )&*+$' Monday, May 24, 2010; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:NORTH MODULES:BLDG. A NORTH H-J.pln H H 27 24.1 J J 8'-7" 4'-7 1/4" 26'-4 5/8" 4'-7 1/4" 3'-0 1/8" 1'-7 1/8" 1'-7 1/8" 10 1/4" 2'-2 1/8" 29'-4 5/8" 1'-7 1/8" 3'-0 1/8" 4'-7 5/8" 4'-7 5/8" 8'-7" 1 AA364 2 AA364 3 AA364 1 AA365 4 AA364 2 AA365 1 AA364 2 AA364 3 AA364 1 AA365 4 AA364 3 AA365 3 AA365 2 AA254 1 AA253 1 AA254 2 AA253 11 12 13 14 15 12 11 12 12 12 12 16 16 16 16 15 15 17 17 21 21 21 21 21 21 DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE METAL PANEL WALL ON BACK SIDE OF PARAPET 2 LAYERS OF EXTERIOR SHEATHING FROM BOTTOM OF 5TH FLR TO TOP OF CHIMNEY LOW PROFILE ROOF VENTILATORS LOW PROFILE ROOF VENTILATORS 1 2 3 5 6 7 8 4 9 10 11 12 13 14 15 16 17 18 19 20 21 REF. TO 2/AA430 FOR BALCONY SLAB EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING REF. TO 3/AA430 FOR BALCONY SLAB REF. TO 4/AA430 FOR BALCONY SLAB METAL RAILING SEE 1/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS EXTERIOR SHEATHING TYPICAL METAL RAILINGS SEE 4/AA705 AND S-SERIES DWGS FOR ATTACHENT REQUIRMENTS @ JAMBS LINE OF CORNICE BELOW PLAN NOTES REFER TO SHEET AA504 FOR TYP. STRUCTURAL FIREPROOFING DETAILS CFS FRAMING TO SUPPORT FLAT ROOF ABOVE, BEHIND PARAPET BEARING = 10'-9 1/2" CHIMNEY CORNICE BELOW WITH BUILT-IN GUTTER PARAPET CORNICE WITH METAL COPING FACE OF FRAMING BELOW BRAKE METAL PARAPET CAP FLAT ROOF WITH TAPPERED INSULATION AND MEMBRANE ROOFING METAL SHINGLE ROOFING DECORATIVE URN DOWNSPOUT SLEVE THROUGH CORNICE DOWNSPOUT SLEVE THROUGH BALCONY GUTTER EXPANSION JOINT DOWNSPOUT 26 H H 27 25 24.1 H.5 H.5 J J 1 AA566 1 AA566 9'-0" 21'-0" 11'-4 5/8" 41'-4 5/8" 1'-0 1/4" 4 3/8" 9'-0" 21'-0" 11'-4 5/8" 41'-4 5/8" 1'-0 1/4" 4 3/8" 9'-8" 8'-8" 9'-0" 32'-0 1/2" 9'-11" 9'-2" 10'-11" 6" 1'-7 7/8" 6" 27'-2 7/8" 1'-7 7/8" 6" 2'-4" 2'-4" 6'-3 3/8" 3'-7 3/8" 14'-2 7/8" 9'-10 3/4" 3'-10" 6 1/4" 5'-1" 4'-4 1/4" 6'-3 3/8" 3'-7 3/8" 14'-2 7/8" 9'-10 3/4" 6 1/4" 3'-10" 4'-4 1/4" 5'-1" 26'-5" 25'-2 1/8" 32'-0 1/2" 1'-0 1/4" 1'-0 1/4" 1'-0 1/4" 1'-0 1/4" 1 AA364 2 AA364 3 AA364 1 AA365 4 AA364 2 AA365 1 AA364 2 AA364 3 AA364 3 AA365 1 AA365 4 AA364 3 AA365 15 SA413 15 SA413 2 AA254 1 AA253 1 AA254 2 AA253 W28 VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di S6Di W28 W28 4 10 4 4 4 4 4 10 W28 W28 W28 W28 W28 : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 12 12 18 18 18 18 HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB HEAD HT. = +7'-7 1/4" ABOVE STRUC. SLAB TOP OF WALL = 13'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 10'-9 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 13'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 13'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 25'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 25'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 25'-1 1/2" ABOVE STRUCTURAL SLAB TOP OF WALL = 25'-1 1/2" ABOVE STRUCTURAL SLAB DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE OPP. HAND 56'-7 1/2" T/SLAB STAIR SEE SHEET AA420 FOR THIS AREA 2 LAYERS OF EXTERIOR SHEATHING FROM BOTTOM OF 5TH FLR TO TOP OF CHIMNEY SCALE: 1/4" = 1'-0" 3 ROOF PLAN AA166 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FIFTH FLOOR AA166 0 2' 4' 8' 12.12.08 JPM BAB, JAW A305A, A.310A 05/20/10