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HomeMy WebLinkAboutAA164 FLOOR PLANS AREA A H-J30 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 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 AA164 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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, July 13, 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 32 32 32 32 32 32 32 32 H H.5 27 26 25 24.1 25.7 J 42 43 44 37 36 35 41 40 9 AA566 1'-11 3/8" 11 5/8" 8'-8 1/8" 1'-0 1/8" 6'-5" R.O. 4'-6 5/8" 6'-5" R.O. 1'-7" 6'-5" R.O. 3'-0" 11 5/8" 1'-2 1/8" 6'-4" R.O. 5'-6 1/4" 6'-4" R.O. 5'-6 1/4" 6'-4" R.O. 1 3/4" 1'-0 1/4" 1'-0 1/4" 1 3/4" 4'-9 1/8" 6'-4" 5'-2 1/4" 6'-4" 5'-2 1/4" 6'-4" 4'-9 1/8" 1'-6" 6'-9 1/2" 1'-0 1/4" 1'-10 3/4" 23'-11 3/4" 1'-5 1/2" 1'-5 1/2" 27'-1" 1'-5 1/2" 1'-5 1/2" 26'-7 3/4" 1'-10 3/4" 1'-0 1/4" 1'-11 3/8" 11 5/8" 1'-11 3/8" 11 5/8" 1'-11 3/8" 11 5/8" 8'-8 1/8" 1'-0 1/8" 6'-5" R.O. 4'-6 5/8" 6'-5" R.O. 1'-7" 6'-5" R.O. 2'-11 3/8" 1'-0 1/4" 1'-5 1/2" 1'-0" 1'-5 1/2" 1'-0" 1'-5 1/2" 1'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 1 AA364 2 AA364 3 AA364 1 AA365 4 AA364 2 AA365 1 AA364 2 AA364 1 AA365 4 AA364 4 AA365 3 AA253 2 AA254 1 AA253 1 AA254 VBRK2 M8 SA1-1 6 3 2 5 3 2 3 2 3 2 3 2 3 2 6 3 2 5 3 2 8 8 8 4 4 4 4 4 4 4 4 4 4 4 VBRK2 VBRK2 7 7 7 7 S8Di 4 4 4 4 4 9 9 9 10 10 10 10 10 10 S8A S8A S8A S8A 6 6 M8 M8 M8 M8 M8 M8 4 4 S8Di S8Di S8Di S8Di S8Di S8Di VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VEIFS 16 14 15 14 15 4 4 4 H H.5 26 25 24.1 25.7 27 J 1'-4 1/2" 6'-5" 2'-11 1/8" 1'-7 1/2" 6'-5" 1'-7" 6'-5" 2'-11 3/4" 11 7/8" 11 5/8" 8 1/2" 8 1/2" 1'-10 3/4" 11 5/8" 8 1/2" 11 5/8" 8 1/2" 1'-3 1/8" 11 5/8" 8 1/2" 1'-8 3/4" 4'-10 3/8" 6'-5" 5'-1 1/4" 6'-5" 5'-1 1/4" 6'-5" 6'-7" 5'-5 7/8" 11 1/4" 5 1/4" 7'-10 3/8" 1'-5 1/2" 2 7/8" 6'-2 1/8" 5'-5 1/4" 6'-5" 5'-5 1/4" 6'-5" 1 1/4" 1'-8 3/4" 4 3/8" 9'-5 5/8" 4 3/8" 10'-4 1/4" 4 3/8" 10'-4 1/4" 8" 1'-0 1/4" 8 1/2" 9'-3 3/8" 1'-0 1/4" 1'-4 1/2" 6'-5" 4'-6 5/8" 6'-5" 1'-7" 6'-5" 8 1/2" 1'-5 1/2" 1'-5 1/2" 8 1/2" 8 1/2" 1'-5 1/2" 1'-5 1/2" 8 1/2" 1'-10 3/4" 8 1/2" 6 1/2" 1'-2 1/4" FIELD VERIFY LIMITS OF ANGLE 8" FIELD VERIFY LIMITS OF ANGLE 1'-7 1/4" 5'-0" 3'-4 1/2" 1'-2 1/4" 10'-4 1/4" 1'-0 1/4" 4 3/8" 6'-11" 4'-0 5/8" 6'-11" 1'-1" 6'-11" 3'-8 5/8" 2'-7 5/8" 1'-4" 6'-8" 3" 6'-8" 3" 6'-8" 3" 5 7/8" 6'-5 1/8" 6'-8" 3" 6'-9 1/4" 1 3/4" 6'-11" 2'-8 1/8" 1'-4 1/2" 6'-11" 1'-1" 6'-11" 1 AA364 2 AA364 3 AA364 1 AA365 4 AA364 2 AA365 1 AA364 2 AA364 1 AA365 4 AA364 4 AA365 6 6 6 6 13 13 13 13 13 13 13 13 13 13 13 13 13 13 3 2 3 2 3 2 3 2 3 2 3 2 3 2 5 5 17 17 17 M8 M4 M6 M8 M8 M8 M6 M8 M6 M8 M6 M8 M8 M8 M10 M6 C12 C12 C12 M6 M6 M6 M8 M8 M4 M4 M8 M8 M4 M4 M4 M4 M6 M4 M4 M10 M10 M10 M8 M4 M4 M4 EDGE OF CONC. RIBBON SLAB, TYPICAL SLAB THIS SIDE, REF 4/AA508 USE VERSION OF DETAIL W/ ANGLE IN THIS APPLICATION EDGE OF CONC. RIBBON SLAB, TYPICAL SLAB THIS SIDE EDGE OF CONC. RIBBON SLAB, TYPICAL SLAB THIS SIDE EDGE OF CONC. RIBBON SLAB, TYPICAL SLAB THIS SIDE EDGE OF CONC. RIBBON SLAB, TYPICAL SLAB THIS SIDE HOLD DOWN TOP OF CMU 8" UNDER SLAB HOLD DOWN TOP OF CMU 8" UNDER SLAB 1 2 3 5 6 7 4 8 10 11 12 14 15 16 17 9 13 MASONRY CONTROL JOINT STONE BASE BELOW PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS REF TO ADJACENT FACADE DWGS DRAWING LIMITS TO THIS LINE LINE OF FACE CORNICE OVERHEAD FABRIC AWNING ABOVE EDGE OF SLAB BELOW, REF S-SERIES DWGS 2 COURSES 8" CMU BELOW STOREFRONT SILL HOLD CMU 1/2" FROM SIDES OF STEEL TUBES GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT CONC RIBBON SLAB, HOLD CMU DOWN 8" METAL RAILING GRANITE PAVING BORDER/RAMP WALL CAP GRANITE PAVING BORDER/STEP, REF. PLAZA DRAWINGS X/XXX STEPPED GALV. STEEL LEDGE FOR GRANITE RAMP WALL SCALE: 1/4" = 1'-0" 2 FIRST FLOOR AA164 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL AA164 0 2' 4' 8' 12.12.08 JPM, JDR BAB, JAW 06.29.09 A.305A