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HomeMy WebLinkAboutAA118 PARTIAL PLAN WEST AREA C W18-19Project: 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 AA118 PARTIAL PLAN WEST AREA C W18-19 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 32 19 P.1 18 11'-10" 7'-0" 11'-2" 30'-0" 3'-6" 8'-4" 7'-0" 8'-4" 2'-10" 1'-0" 1'-0" 61/4" 1'-0" 117/16" 61/4" 1'-0" 61/4" 53/4" 61/4" 7 AA508 2 AA358 1 AA548 4 AA508 1 AA236 4 4 4 4 4 4 7 7 11 11 M4 M4 M8 M8 M4 M4 M8 2" EXPANSION JOINT (N.I.C.) 8" CMU 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" NOTE: HOLD CMU 1/2" FROM SIDE OF STEEL TUBES CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB HOLD DOWN CMU 8" AT RIBBON SLAB GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT 19 18 P.1 21 21 8 AA548 7 AA548 9 AA548 9'-0" 6'-8" 9'-0" 2'-4" 30'-0" 2 1/4" 2 1/4" 6" 6" 1'-1 5/16" 1'-8 7/8" 3'-0" 1'-0 1/2" 1'-11" 2 AA358 1 AA358 13 AA549 1 AA236 S8Di S8Di S8Di S8Di 4 4 4 4 4 4 1 1 VBRK2 VBRK2 7 5 7 5 11 11 8 9 8 ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM DOORS MTL. LEADER HEAD AND D.S. ABOVE MTL. LEADER HEAD AND D.S. ABOVE 2" EXPANSION JOINT (N.I.C.) TO MASONRY TO MASONRY CENTER LINE OF DOWNSPOUT TO COLUMN LINE CENTER LINE OF DOWNSPOUT TO COLUMN LINE 19 P.1 18 4 AA548 1 AA548 30'-0" 4'-4" 3'-2" 3'-2" 3'-4" 1'-1 5/16" 1'-8 7/8" 2 AA358 1 AA358 2 AA236 1 AA236 S6Di S6Di S6Di VBRK2 VBRK2 VEIFS VEIFS VBRK2 S6Di DR21 DR21 4 4 S6Di 7 5 6 6 5 1 7 1 11 11 BRICK VENEER SLIDING ALUMINUM DOOR SLIDING ALUMINUM DOOR SHUTTER SHUTTER HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB STONE TRIM BAND MTL. LEADER HEAD BELOW MTL. LEADER HEAD BELOW TO MASONRY TO MASONRY 19 P.1 18 4 AA548 1 AA548 30'-0" 4'-4" 3'-2" 3'-2" 3'-4" 1'-1 1/4" 1'-8 7/8" 2 AA358 1 AA358 2 AA236 1 AA236 S6Di S6Di VBRK2 VBRK2 VEIFS VEIFS S6Di VBRK2 S6Di S6Di DR21 DR21 5 5 4 7 6 6 4 7 11 11 BRICK VENEER SLIDING ALUMINUM DOOR SLIDING ALUMINUM DOOR SIM. SIM. SHUTTER SHUTTER STONE TRIM BAND HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB TO MASONRY TO MASONRY 19 P.1 18 1 AA548 4 AA548 30'-0" 4'-4" 3'-2" 3'-2" 3'-4" 1'-1 5/16" 1'-8 7/8" 2 AA358 1 AA358 2 AA236 1 AA236 S6Di S6Di VBRK2 VBRK2 VEIFS VEIFS VBRK2 S6Di S6Di S6Di DR21 DR21 4 4 5 5 6 6 7 7 11 11 SLIDING ALUMINUM DOOR SLIDING ALUMINUM DOOR SHUTTER SHUTTER SIM. SIM. HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-11 1/2" ABOVE STRUC. SLAB STONE TRIM BAND TO MASONRY TO MASONRY 19 P.1 18 P.1 5 AA548 6 AA548 6" 2'-4 7/8" 6" 6" 2'-4 7/8" 6" 6" 1'-5" 6" 30'-5" 6" 1'-5" 6" 2'-1 1/2" 3 1/2" 29'-8 1/2" 8 1/2" 2'-5" 35'-3" 6 1/4" 2'-10 5/8" 3'-4 7/8" 6 1/4" 2'-10 5/8" 3'-4 7/8" 1'-4" 2'-8" 10" 1'-0 3/4" 2'-11 1/4" 2" 3'-6" 1'-0 3/4" 2'-11 1/4" 2 AA358 1 AA358 1 AA236 3 AA236 10 3 3 5 5 CORNICE BELOW BRICK VENEER CFS METAL TRUSSES @ 16" O.C. CORNICE BELOW BRICK VENEER BYPASS CFS STUD WALL BASE AT 44'-0" (4TH FLR). TOP OF WALL AT 62'-9" 8" PRE-FINISHED MTL. GUTTER BYPASS CFS STUD WALL BASE AT 44'-0" (4TH FLR). TOP OF WALL AT 62'-9" TO MASONRY TO MASONRY TO MASONRY TO MASONRY TO MASONRY TO MASONRY TO MASONRY TO MASONRY 19 P.1 18 P.1 3 AA548 2 AA548 4'-2 3/4" 4'-2 3/4" 2 AA358 1 AA358 1 AA236 3 AA236 5 5 CORNICE BELOW PRE-FINISHED METAL COPING OUTSIDE FACE OF MASONRY BELOW PREFINISHED STANDING SEAM METAL ROOF PRE-FINISHED METAL COPING CORNICE BELOW PRE-FINISHED METAL COPING OUTSIDE FACE OF MASONRY BELOW SLOPE ROOF SLOPE ROOF 8" PREFINISHED MTL. GUTTER 1 2 3 4 5 6 7 8 9 10 11 PLAN NOTES MASONRY CONTROL JOINT. EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING. PREFINISHED MTL. WALL PANEL. STEEL COLUMN, REF. S-SERIES DRAWINGS. PREFINISHED MTL. DOWNSPOUT. MTL. RAILINGS, REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. GRANITE BASE BELOW. LINE OF CORNICE ABOVE. 5/8" EXTERIOR SHEATHING. DRAWING LIMITS TO THIS LINE. SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL PLAN AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FIRST FLOOR AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SECOND FLOOR AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 THIRD FLOOR AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 FOURTH FLOOR AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 FIFTH FLOOR AA118 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 ROOF AA118 0 2' 4' 8' A.300 12.31.08 06.29.09 JLS LGA