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HomeMy WebLinkAboutAA122 19-20 EAST ENLARGED FLOOR PLANSProject: 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 AA122 19-20 EAST ENLARGED FLOOR PLANS Bid Set 09.08.08 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 29 R R.1 19.9 20 19 5 AA122 8'-4" 13'-4" 5'-2" 1'-4 3/8" 5/8" 7 3/4" 3 5/8" 1'-5/8" 1'-1/4" 1'-1/4" 11 3/4" 1'-1/4" 1'-1 1/2" 11 1/2" 4 7/8" 1'-1 9/16" 14'-4 15/16" 11'-3 1/2" 11 1/2" 4 7/8" 1'-9 5/8" 1 AA336 2 AA336 3 AA336 4 AA336 1 AA219 W08 W08 VBRK2 VBRK2 VBRK2 S6Di S6Di S6Di S6Di S3.5Bi 4 4 4 1 1 2 2 3 HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB DRAWING LIMITS TO THIS LINE R R.1 19.9 20 19 5 AA122 8'-4" 11'-5 3/4" 3'-9 3/4" 3'-2 1/2" 3'-2" 1'-1/4" 11 3/4" 1'-1/4" 7 1/2" 6" 1'-1/4" 11 1/2" 4 7/8" 1'-9 5/8" 11 3/8" 1'-5/8" 1'-1/4" 1'-1 1/2" 14'-5" 12'-3" 4 7/8" 1 AA336 2 AA336 3 AA336 4 AA336 1 AA219 W08 W11 W11 VBRK2 S6Di VBRK2 VEIFS S6Di VEIFS VBRK2 S6Di S3.5Bi 4 4 4 3 2 2 1 1 EIFS VENEER APPLIED OVER BRICK HEAD HT.= 8'-9" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB DRAWING LIMITS TO THIS LINE R R.1 19.9 20 19 5 AA122 8'-4" 15'-3 1/2" 3'-2 1/2" 3'-2" 1'-1/4" 11 3/4" 1'-1/4" 1'-1/4" 11 1/2" 4 7/8" 1'-9 5/8" 2' 1'-1/4" 1'-1 1/2" 14'-5" 12'-3" 3'-9 3/4" 2' 1 AA336 2 AA336 3 AA336 4 AA336 1 AA219 W08 W11 W11 VBRK2 S6Di VBRK2 VEIFS S6Di VEIFS VBRK2 S6Di S3.5Bi 1 2 4 4 4 1 VBRK2 3 EIFS VENEER APPLIED OVER BRICK HEAD HT.= 8'-9" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB EIFS ON ADJACENT FACADE EIFS ON ADJACENT FACADE DRAWING LIMITS TO THIS LINE 19.9 R R.1 20 19 6 AA122 11 1/2" 2'-2 1/2" 2' 1'-1/4" 1'-1/4" 11 3/4" 1'-1 1/2" 1'-1 1/2" 11 3/8" 15'-5" 11'-9" 5 7/8" 5 5/8" 1'-6 3/8" 1'-1/4" 1'-1/4" 11 3/4" 1 AA336 2 AA336 3 AA336 4 AA336 1 AA219 VBRK2 S6D VBRK2 VBRK2 S6D S6D S6A VBRK2 VBRK2 S8D 1 1 4 3 5 5 7 7 6 8 METAL SIDING METAL SIDING DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE 20 19.9 R R.1 1'-0" E.O.S. 11 1/4" E.O.S. 1'-5" E.O.S. 4" 1'-5" E.O.S. 1'-0" E.O.S. 1'-0" E.O.S. 10 1/2" 1'-4 3/8" 11 1/2" 11 3/8" 1'-5/8" 1'-1/4" SLAB EDGE & BACK OF STL. ANGLE (SEE STRUC. DWGS.) BRICK VENEER EXTERIOR SHEATHING AIR SPACE 6" CFS STUD WALL STEEL ANGLE (SEE STRUC. DWGS.) SEE STRUC. DWGS. SLAB EDGE & BACK OF STL. ANGLE (SEE STRUC. DWGS.) SLAB EDGE & BACK OF STL. ANGLE (SEE STRUC. DWGS.) 3-5/8" CFS STUD WALL, NO EXTERIOR SHEATHING 3-5/8" CFS STUD WALL, W/ EXTERIOR SHEATHING 4" EXPANSION JOINT ASSEMBLY 1/2" JOINT W/ BACKER ROD AND SEALANT EXTEND STL. ANGLE REFER TO ADJ. FACADE FOR THIS SIDE OF EXP. JT. 20 19.9 R R.1 1'-1/4" 1'-1/4" 11 3/8" 1'-1/4" 11 1/2" 1'-5 3/8" 1'-6" 4" 7 BRICK VENEER 2 1/4" AIR SPACE 6" CFS STUD WALL 6" CFS STUD WALL, EXTERIOR SHEATHING 4" EXPANSION JOINT ASSEMBLY 8" CFS STUD WALL W/ EXTERIOR SHEATHING REFER TO ADJ. FACADE FOR THIS SIDE OF EXP. JT. BELLOWS EXPANSION JOINT BELOW TO ROOF, REF. 13/AA338. METAL SIDING 1 2 3 4 5 6 7 8 MASONRY CONTROL JOINT PLAN NOTES EXHAUST VENT ABOVE, SEE BLDG. ELEVATIONS BUILDING EXPANSION JOINT REFER TO 09/AA504 OR 13/AA504 FOR STRUCTURAL FIREPROOFING DETAILS TOP OF WALL AT +61'-0" TOP OF WALL AT +58'-0" CORNICE ABOVE PREFINISHED METAL WALL FLASHING SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA122 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD FLOOR AA122 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FOURTH FLOOR AA122 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 FIFTH FLOOR AA122 0 2' 4' 8' SCALE: 1" = 1'-0" 5 R-19.9-20 PLAN DETAIL (THIRD & FOURTH FLOOR) AA122 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 R-19.9-20 PLAN DETAIL (FIFTH FLOOR) AA122 0 6'' 1' 2' A300C.2 09.08.08 05.20.09 CDB LGA, JAW