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HomeMy WebLinkAboutAA162 PARTIAL PLANS NORTH AREA A J-LProject: 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 AA162 PARTIAL PLANS NORTH AREA A J- L Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 34 35 36 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 SHEET METAL FLASHING & METAL ROOF COLOR UPDATE, 08/17/09 BID SET A.500, CCC.A.ASI.9, 8/25/09 LOFT LEVEL PLAN UPDATE OWNER REVISION UPDATE, 08/31/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Thursday, November 12, 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 J-L.pln 36 36 36 J.5 27 J K K.5 L 13 AA504 13 AA504 13 AA504 4'-5 7/8" 6'-8" 4'-9 7/8" 7'-0 1/4" R.O. 4'-7 3/4" 6'-8" 5'-7 1/2" 9 7/8" 6'-4 1/4" R.O. 7'-4 1/8" 13'-0" 7'-4 1/8" 6'-4 1/4" R.O. 9 7/8" 39'-11 3/8" 42'-0 1/2" 11 5/8" 1'-0 1/4" 1'-0 1/4" 3'-7 3/8" 1'-11 1/8" 6'-1" 3'-5 1/2" 11 1/2" 3'-10 1/2" 5'-2 1/4" 6" 6 1/4" 3'-6" 3'-6" 1'-10" 3'-4 1/4" 9 3/4" 5'-8 1/4" 3'-6" 3'-6" 6 1/4" 1'-10" 3'-4 1/4" 9 3/4" 5'-8 1/4" 4'-3 3/4" 9 3/4" 4'-0 1/4" 1'-8" 9 3/4" 5'-2 1/4" 3'-4 1/2" 122.3° 1 AA363 4 AA362 2 AA362 3 AA362 1 AA362 3 AA252 2 AA252 1 AA252 DR15 DR15 DR15 DR16 DR16 DR16 W25 W25 W26 W26 W26 W26 VBRK2 VBRK2 VBRK2 VBRK2 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VEFIS VEFIS VEFIS 1 2 8 1 7 2 1 1 2 1 6 9 9 9 15 15 15 HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB ARCHED OPENING HEAD HT. = +9'-0 1/8" ABOVE STRUC. SLAB ARCHED OPENING HEAD HT. = +9'-0 1/8" ABOVE STRUC. SLAB ARCHED OPENING HEAD HT. = +9'-0 1/8" DRAWING LIMITS ABOVE STRUC. SLAB TO THIS LINE DRAWING LIMITS TO THIS LINE J.5 27 J K K.5 L 13 AA504 13 AA504 13 AA504 4'-5 7/8" 6'-8" 4'-9 7/8" 7'-0 1/4" R.O. 4'-7 3/4" 6'-8" 5'-7 1/2" 9 7/8" 6'-4 1/4" R.O. 7'-4 1/8" 13'-0" 7'-4 1/8" 6'-4 1/4" R.O. 9 7/8" 39'-11 3/8" 42'-0 1/2" 11 5/8" 1'-0 1/4" 1'-0 1/4" 3'-7 3/8" 1'-11 1/8" 6'-1" 3'-5 1/2" 11 1/2" 3'-10 1/2" 5'-2 1/4" 6" 6 1/4" 3'-6" 3'-6" 1'-10" 3'-4 1/4" 9 3/4" 5'-8 1/4" 6" 3'-6" 3'-6" 6 1/4" 1'-10" 3'-4 1/4" 9 3/4" 5'-8 1/4" 4'-6 5/8" 4'-3 3/4" 3'-4 1/2" 9 3/4" 4'-0 1/4" 1'-8" 9 3/4" 5'-2 1/4" 122.3° 1 AA363 4 AA362 2 AA362 3 AA362 1 AA362 3 AA252 2 AA252 1 AA252 DR15 DR15 DR15 DR16 DR16 DR16 W25 W25 W26 W26 W26 W26 VBRK2 VBRK2 VBRK2 VBRK2 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VEFIS VEFIS VEFIS : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 1 2 8 1 7 2 1 1 2 1 6 9 9 9 15 15 15 HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-4 3/8" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB BYPASS WALL BASE AT 44'-0" T.O.W. AT 61'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" BYPASS WALL BASE AT 44'-0" T.O.W. VARIES BYPASS WALL BASE AT 44'-0" T.O.W. AT 61'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" ARCHED OPENING HEAD HT. = +9'-0 1/8" ABOVE STRUC. SLAB ARCHED OPENING HEAD HT. = +9'-0 1/8" ABOVE STRUC. SLAB ARCHED OPENING HEAD HT. = +9'-0 1/8" DRAWING LIMITS ABOVE STRUC. SLAB TO THIS LINE DRAWING LIMITS TO THIS LINE J.5 27 J K K.5 L 4'-6 5/8" 1'-8" 11 5/8" 1'-0 1/4" 1'-0 1/4" 8'-6 1/4" 25'-0" 8'-6 1/4" 39'-11 3/8" 42'-0 1/2" 7'-2 7/8" 7'-2 7/8" 1'-4 7/8" 1'-4 7/8" 3'-9 3/4" 4 AA362 2 AA362 3 AA362 1 AA362 3 AA252 2 AA252 1 AA252 S6Di VEFIS S6Di VEFIS : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 13 5 5 5 13 13 5 14 14 14 14 BYPASS WALL BASE AT 44'-0" T.O.W. AT 61'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" BYPASS WALL BASE AT 44'-0" T.O.W. VARIES BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 61'-0" BYPASS WALL BASE AT 44'-0" T.O.W. AT 65'-0" T.O.W. AT 65'-0" T.O.W. AT 65'-0" DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REF. TO 2/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 REF. TO 3/AA430 FOR BALCONY SLAB REF. TO 4/AA430 FOR BALCONY SLAB METAL RAILING SEE 5/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS EXTERIOR SHEATHING TYPICAL PARAPET WALL METAL COPING LINE OF CORNICE BELOW PLAN NOTES REFER TO EXTERIOR ELEVATION FOR THIS AREA FACE OF CFS PARAPET WALL BELOW SEE FIFTH FLOOR PLAN FACE OF EIFS BELOW PLAN NOTE NUMBER NOT USED LINE OF CORNICE ABOVE METAL WALL PANEL 1 1/2" EIFS VENEER @ THIS WALL @ PORCH ROOF OVER BUILD: CFS FRAMING AND 3/4" FIRE RETARDANT PLYWOOD SHEATHING J.5 27 J K K.5 L 39'-5 1/2" 3'-8" 2'-2" 3'-8" 25'-9 1/2" 3'-8" 2'-2" 3'-8" 3" 3'-9 1/8" 5 7/8" 5 7/8" 3" 2'-3" 4'-8 3/8" 1 AA363 4 AA362 2 AA362 3 AA362 1 AA362 3 AA252 2 AA252 1 AA252 4 3 11 11 11 3 3 12 3 3 16 DRAWING LIMITS TO THIS LINE DRAWING LIMITS TO THIS LINE SCALE: 1/4" = 1'-0" 1 SECOND & THIRD FLOOR AA162 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FOURTH FLOOR AA162 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIFTH FLOOR AA162 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 ROOF PLAN AA162 0 2' 4' 8' 08.31.09