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HomeMy WebLinkAboutAA150 PARTIAL AREA PLAN WEST AREA B 21-23Project: 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 AA150 PARTIAL AREA PLAN WEST AREA B 21-23 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 32 21 P.1 P.1 22 23.1 P 2'-0 1/2" 19'-2 1/8" 8'-0" 12'-0" 8'-0" 12'-7 1/2" 1'-0 1/4" 1'-3 7/8" 1'-3" 1'-11 5/8" 3'-5" 8 1/4" 8 1/4" 4" 8'-0" 2'-0" 4 3/8" 1'-10" 8'-0" 10'-0" 3 1/2" 2'-0" 8'-0" 2'-7 1/2" 4 3/8" 11 1/2" 4 3/8" 11 1/2" 3" 4 3/8" 10 1/8" 8'-11 3/4" 1'-3 7/8" 1'-3 7/8" 3" 8'-6" 8 3/4" 10'-9 1/4" 8'-6" 3 3 3 5 5 6 7 7 7 M8 M8 M8 M4 M8 M8 M8 M8 M4 M4 M4 M4 M4 M4 M4 M8 6 6 M4 M4 HOLD DOWN T/ BLOCK 8" HOLD DOWN TOP OF BLOCK 8" HOLD DOWN TOP OF BLOCK 8" 21 22 23.1 P.1 P.1 P P 25 26 26 25 25 3'-10 1/4" 3'-10 1/4" 1'-10" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-7 1/2" 1'-0 1/4" 11 1/4" 11 1/2" 11 1/2" 7 3/8" 4 AA508 4 AA508 2 AA508 3 AA355 1 AA355 2 AA355 1 AA233 5 4 4 3 3 5 S8Di VEFIS VEFIS VEFIS S8Di S8Di 4 S8Di A155 21 P.1 P.1 22 23.1 P P 13 AA504 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 6" 6 1/4" 1 AA355 2 AA355 3 AA355 1 AA233 VEFIS VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di DR03 DR03 VEFIS S6Di 8 8 8 8 9 9 W04 W04 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB 21 P.1 P.1 22 23.1 P P 13 AA504 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 6" 6 1/4" 1 AA355 2 AA355 3 AA355 1 AA233 S6Di S6Di S6Di S6Di VEFIS VEFIS VEFIS VEFIS DR03 DR03 S6Di VEFIS 8 8 8 8 9 9 W04 W04 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB 21 P.1 P.1 22 23.1 P P 13 AA504 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 6" 6 1/4" 1 AA355 2 AA355 3 AA355 1 AA233 VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di DR03 DR03 VEFIS S6Di 8 8 8 8 9 9 W04 W04 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB 1 2 3 5 6 4 7 8 9 10 11 12 13 14 15 16 17 18 19 MASONRY CONTROL JOINT STONE BASE BELOW PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS DRAWING LIMITS TO THIS LINE CONC. RIBBON SLAB SEE SHEET AA508 FOR FND. DETAILS EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING METAL RAILING SEE 1/AA705 S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS AT JAMB 6" INFILL WALL BETWEEN TRUSSES @ ALL EXTERIOR DOORS THIS AREA FACE OF HEADER BEAM TO BE 2'-1 1/4" OFF COLUMNLINE "P.1" BOTTOM OF SOFFIT FRAMING @ 8'-6" ABOVE STRUCTURAL SLAB BOTTOM OF HEADER BEAM @ 8'-6" ABOVE STRUCTURAL SLAB REF. S SERIES DWG'S EXTERIOR SHEATHING FACE OF HEADER BEAM TO BE 2'-1 1/4" OFF COLUMNLINE "P.1" SECONDARY CFS FRAMING TO SUPPORT OVERBUILD TRIM DETAIL TYPICAL SECONDARY CFS ROOF FRAMING TO SPAN BETWEEN TRUSSES AND FOLLOW THE LINE OF TOP CHORD OF THE TRUSS HIP FRAMING AS REQUIRED HEIGHT OF END CAP STUD WALL TO MATCH HEIGHT OF TRUSS SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL AA150 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FIRST FLOOR AA150 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SECOND FLOOR AA150 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 THIRD FLOOR AA150 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 FOURTH FLOOR AA150 0 2' 4' 8' 10.24.08 BAB, JPM, DCW BAB, JAW, LGA A.310B, A305C 06.29.09