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HomeMy WebLinkAboutAA161 PARTIAL PLANS NORTH AREA A L-M30 31 32 33 34 35 36 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 BID SET A.500, CCC.A.ASI.9, 8/25/09 LOFT LEVEL PLAN UPDATE OWNER REVISION UPDATE, 08/31/09 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 AA161 PARTIAL PLANS NORTH AREA A L-M Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Monday, August 31, 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 L-M.pln 36 36 36 36 L 27 L.5 L.9 M 1 AA143 1'-0 1/4" 6'-1 3/4" 8'-0 1/4" 1'-11 1/4" 5'-9" 1'-11 1/4" 8'-0 1/4" 4'-0" 1'-7 3/8" 5 3/4" 1'-6 1/2" 9'-3" BALCONY R.O. 2'-10 1/2" 2'-10 1/2" 2 AA361 3 AA361 1 AA361 1 AA259 2 1 1 3 S6Di VBRK2 S6Di S6Di VBRK2 VEFIS W23 W41 W23 W41 VEFIS 10 11 12 11 13 13 14 15 14 16 1 10 HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +8'-2 1/4" ABOVE STRUC. SLAB L 27 M 3 AA143 1'-0 1/4" 37'-1" 10 1/2" 1'-0 1/4" 2'-6 1/4" 3'-0 3/8" 2'-2 3/4" 6'-2 7/8" 2'-2 3/4" 12'-6 1/2" 2'-2 3/4" 6'-2 5/8" 2'-2 3/4" 3'-0 3/4" 1'-1 1/4" 8 3/4" 3'-5 1/8" 1'-5 1/4" 7'-0 3/8" 1'-5 1/4" 13'-4" 1'-5 1/4" 7'-0 1/8" 1'-5 1/4" 3'-5 1/2" 2 AA361 3 AA361 1 AA361 1 AA259 S6Di S6Di VEFIS S6Di VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS 5 4 17 17 17 17 BYPASS WALL: BASE AT 44'-0" (FOURTH FLOOR), T.O.W. AT 59'-2" L 27 L.5 L.9 M 2 AA143 9'-3" BALCONY R.O. 2'-10 1/2" 2'-10 1/2" 1'-0 1/4" 6'-1 3/4" 8'-0 1/4" 1'-11 1/4" 5'-9" 1'-11 1/4" 8'-0 1/4" 4'-0" 1'-7 1/4" 1'-6 1/2" 5 3/4" 2 AA361 3 AA361 1 AA361 1 AA259 2 3 1 1 W23 W41 W23 W41 S6Di VBRK2 S6Di S6Di VBRK2 VEFIS 10 11 12 11 13 13 14 15 14 16 1 11 VEFIS 10 HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +8'-2 1/4" ABOVE STRUC. SLAB L 27 L.5 L.9 M 2 AA143 9'-3" BALCONY R.O. 2'-10 1/2" 2'-10 1/2" 1'-0 1/4" 6'-1 3/4" 8'-0 1/4" 1'-11 1/4" 5'-9" 1'-11 1/4" 8'-0 1/4" 4'-0" 1'-7 1/4" 1'-6 1/2" 5 3/4" 2 AA361 3 AA361 1 AA361 1 AA259 2 3 1 1 10 11 12 11 13 13 14 15 14 16 1 11 10 W23 W41 W23 W41 S6Di VBRK2 S6Di S6Di VBRK2 VEFIS HEAD HT. = +7'-7" VEFIS ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +8'-2 1/4" ABOVE STRUC. SLAB L 27 M 2 AA361 3 AA361 1 AA361 1 AA259 6 4 7 9 SLOPE SLOPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 REF. TO 1/AA430 FOR BALCONY SLAB 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 3/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS EXTERIOR SHEATHING TYPICAL PARAPET WALL CAP LINE OF CORNICE BELOW PLAN NOTES FACE OF CFS PARAPET WALL BELOW SEE FIFTH FLOOR PLAN FACE OF EIFS BELOW PLAN NOTE NUMBER NOT USED EXPANSION JOINT ASSEMBLY STEEL COLUMN, REF. S-SERIES DRAWINGS REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS DRAWINGS LIMITS TO THIS LINE STONE TRIM STONE TRIM BELOW STONE TRIM ABOVE METAL WALL PANEL : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA161 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 FIFTH FLOOR AA161 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD FLOOR AA161 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FOURTH FLOOR AA161 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 ROOF PLAN AA161 0 2' 4' 8' JPM, DJS BAB A.305A, A.310A 12.12.08 08.31.09