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AA165 FLOOR PLANS AREA A H-J
30 31 32 33 34 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 SHEET METAL FLASHING & METAL ROOF COLOR UPDATE, 08/17/09 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 AA165 FLOOR PLANS AREA A H-J Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Wednesday, August 19, 2009; 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 34 34 34 34 34 34 34 34 H H 27 26 25 24.1 H.5 H.5 J J 9'-0" 21'-0" 10'-6 5/8" 40'-6 5/8" 5 5/8" 9'-0" 21'-0" 10'-6 5/8" 40'-6 5/8" 5 5/8" 5'-6" 8'-6" 13'-4" 5'-2" 7'-0" 7'-8 1/2" 7'-0" 5'-2" 5'-6" 9'-0" 9'-0" 6'-6" 27'-4" 32'-0 1/2" 30'-0" 89'-4 1/2" 1'-0 1/4" 1'-0 1/4" 1'-0 1/4" 2'-4" 1'-0 1/4" 2'-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 1 AA365 4 AA364 17 AA701 17 AA701 17 AA701 17 AA701 2 AA566 2 AA566 2 AA566 2 AA566 2 AA254 1 AA253 1 AA254 NORTH-H-J13 VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di 1 3 4 1 2 2 2 2 1 1 4 4 4 4 4 4 4 1 1 3 9 9 9 9 VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di 19 19 19 19 DR04 DR04 DRO4 DR04 DR04 DR04 W39 W39 W39 W39 DR04 DR04 DR04 DR04 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 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 DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE BALCONY BALCONY BALCONY BALCONY H H 27 26 25 24.1 H.5 H.5 J J 9'-0" 21'-0" 10'-6 5/8" 40'-6 5/8" 5 5/8" 9'-0" 21'-0" 10'-6 5/8" 40'-6 5/8" 5 5/8" 5'-6" 8'-6" 8'-6" 4'-10" 5'-2" 7'-0" 7'-8 1/2" 7'-0" 5'-2" 5'-6" 9'-0" 9'-0" 6'-6" 27'-4" 32'-0 1/2" 30'-0" 89'-4 1/2" 1'-0 1/4" 1'-0 1/4" 2'-4" 6 1/4" 1'-0 1/4" 1'-0 1/4" 2'-4" 6 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 1 AA365 4 AA364 2 AA254 1 AA253 1 AA254 DRO4 DRO4 DRO4 DRO4 DRO4 DRO4 W39 W39 W39 W39 S6Di VEFIS VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di 1 4 1 2 2 2 2 1 1 4 4 4 4 4 4 4 1 1 2 2 2 2 2 S6Di S6Di DR22 4TH FLR. DR04 3RD FLR. DR22 4TH FLR. DR04 3RD FLR. DR22 4TH FLR. DR04 3RD FLR. DR22 4TH FLR. DR04 3RD FLR. 2 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 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 DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE STAIR SEE SHEET AA420 FOR THIS AREA 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 SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA165 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD & FOURTH FLOOR AA165 0 2' 4' 8' 12.12.08 JPM BAB, JAW A305A, A.310A 08.17.09