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HomeMy WebLinkAboutAA167 ENLARGED FLOOR PLANS AREA A SOUTH 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 AA167 ENLARGED FLOOR PLANS AREA A SOUTH J-L Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:SOUTH MODULES:BLDG. A SOUTH J-L.pln 32 32 32 32 32 32 32 32 J J.5 K K.5 L 24.1 W-01 1'-6 1/4" 1'-0 1/4" 3'-6" 6'-4" 5'-6" 9'-4" 1'-2" 1'-0 1/4" 25'-10" 4'-1" 6'-0" 7'-6 1/2" 6'-0" 7'-0 3/4" 6'-11" 6'-10 1/4" 6'-6" 3'-2 1/2" 5 1/8" 54'-7 1/8" 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 AA366 1 AA255 DR23 HEAD HT. = +8'-1" ABOVE STRUC. SLAB W43 W26 HEAD HT. = +8'-1" ABOVE STRUC. SLAB W26 W37 DR16 W26 W26 S6Di VEIFS VBRK2 S6Di S6Di S6Di S6Di VBRK2 VBRK2 VBRK2 DWG. LIMITS TO THIS LINE 5 1 3 2 1 1 1 3 3 3 4 DWG. LIMITS TO THIS LINE 12 12 12 ADJ. FACADE CORNICE 16 16 15 16 ADJ. FACADE CORNICE HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-3" ABOVE STRUC. SLAB HEAD HT.= 7'-3" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB R.O. J J.5 K K.5 L 24.1 5 AA167 1'-6 1/4" 1'-0 1/4" 3'-6" 6'-4" 5'-6" 9'-4" 1'-2" 27'-5 3/8" 1'-4 3/4" 23'-8 3/4" 1'-4 3/4" 27'-5 3/4" 4'-1" 6'-0" 7'-6 1/2" 6'-0" 7'-0 3/4" 6'-11" 6'-10 1/4" 6'-6" 3'-7 5/8" 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 AA366 1 AA255 DR23 HEAD HT. = +8'-1" ABOVE STRUC. SLAB W43 W26 HEAD HT. = +8'-1" ABOVE STRUC. SLAB W26 W37 DR16 W31 W26 S6Di VEIFS VBRK2 S6Di S6Di S6Di S6Di VBRK2 VBRK2 VBRK2 5 1 3 2 1 1 1 3 3 3 : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 4 DWG. LIMITS TO THIS LINE DWG. LIMITS TO THIS LINE 12 15 12 S6Di 12 HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-3" ABOVE STRUC. SLAB HEAD HT.= 7'-3" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB HEAD HT.= 7'-5" ABOVE STRUC. SLAB R.O. BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-6" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +65'-8" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +56'-3 1/2" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +65'-8" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-0" J J.5 K K.5 L 24.1 27'-5 3/8" 1'-4 3/4" 23'-8 3/4" 1'-4 3/4" 27'-5 3/4" 1'-6 1/4" 1'-0 1/4" 3'-5 1/2" 3'-5 1/2" 1'-4 3/4" 23'-8 3/4" 1'-4 3/4" 2'-7 3/4" 4'-10 3/4" 8'-7 3/4" 4'-10 3/4" 2'-7 3/4" VARIES VARIES 12'-2 1/8" 11'-6 5/8" 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 AA366 1 AA255 S6D S6D S6D S6D S6D S6D S6D S6D S6D : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. DWG. LIMITS TO THIS LINE DWG. LIMITS TO THIS LINE 7 7 9 8 11 9 BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +57'-6" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +65'-8" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +56'-3 1/2" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +65'-8" BYPASS WALL: BASE AT +44'-0" (FOURTH FLR), T.O.W. AT +59'-0" T.O.W. AT +65'-8" CFS TRUSSES, REF. TO S- T.O.W. AT +65'-8" SERIES DRAWINGS SEE ADJACENT FACADE DRAWINGS CFS TRUSSES J.5 24.1 9'-4" 8" 6" 4'-8" 4'-8" 1'-2" 6" 1'-0 1/4" 1'-6 1/4" 5'-0 1/8" 2'-11 1/4" 2'-0 7/8" 4'-5" 2'-0 1/8" 2'-4 7/8" 3'-2 1/8" 3'-2 1/8" 1'-6 3/4" 1'-7 1/4" 1'-7 1/4" 1'-6 3/4" 1'-9 1/4" 10 5/8" 10 5/8" 9" 1'-6 1/8" 2'-3 1/8" 6'-3 1/4" 5'-11 3/8" 3'-8 1/4" 1'-11 1/2" 3'-8 1/4" W37 DR16 DR16 W37 S6Di S6Di 4 6 VEFIS R.O. INDICATES THICKENED CONCRETE SLAB BELOW WALL, SEE 5/AA430 INDICATES THICKENED CONCRETE SLAB BELOW WALL, SEE 5/AA430 INSTALL SHEATHING. FASTEN TO END OF 3 5/8" CFS STUD WALLS INDICATES ARCHED OPENING, HEAD HT. = ABOVE STRUC. SLAB INDICATES ARCHED STEEL LINTEL. SEE S- SERIES DWGS. STONE SILL BELOW J J.5 K K.5 L 24.1 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 1 AA366 AA255 7 7 DWG. LIMITS TO THIS LINE DWG. LIMITS TO THIS LINE 11 11 10 10 10 11 13 11 11 15 FACE OF FRAMING BELOW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 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 REFER TO AA505 FOR STRUCTURAL FIREPROOFING DETAILS. PLAN NOTES REFER TO 5/AA430 FOR BALCONY SLAB METAL RAILING, SEE 1/AA705 AND S-SERIES DWGS. FOR ATTACFHMENT REQUIREMENTS @ JAMBS REFER TO EXTERIOR ELEVATION FOR THIS AREA CFS FRAMED OVER BUILD DORMER EXTERIOR SHEATHING FASTENED TO ROOF TRUSSES REFER TO S-SERIES DWGS. FOR BEARING CONDITIONS FOR CFS STUDS & TRUSSES ON ROOF DECK STANDING SEAM METAL ROOFING METAL COPING MASONRY CONTROL JOINT WITH BACKER ROD AND SEALANT PREFINISHED METAL GUTTER STEEL COLUMN, REF. S-SERIES DRAWINGS PREFINISHED METAL DOWNSPOUT CORNICE BELOW AT LEVEL 2 GRANITE BASE BELOW 34 33 32 31 J J.5 K K.5 L 24.1 1'-0 1/4" 2'-0 5/8" 14'-6" R.O. 3'-5 3/8" 2'-0 5/8" 14'-6" R.O. 3'-5 3/8" 2'-0 5/8" 14'-6" R.O. 3'-5 3/8" 2'-0 5/8" 14'-6" R.O. 3'-5 3/8" 2" 3'-0 7/8" 5'-6" 5'-6" 5'-6" 1'-0 1/4" 1'-0 1/4" 1'-6 5/8" 2'-11 3/8" 1'-6 5/8" 2'-11 3/8" 1'-6 5/8" 2'-11 3/8" 1'-6 5/8" 2'-11 3/8" 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 AA366 13 AA562 S8Di VBRK2 VBRK2 VBRK2 S8Di DWG. LIMITS TO THIS LINE DWG. LIMITS TO THIS LINE M8 M8 M8 M8 3 14 14 3 14 14 3 14 14 3 14 14 3 17 17 17 17 17 17 17 SCALE: 1/4" = 1'-0" 1 SECOND & THIRD FLOORS AA167 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FOURTH FLOOR AA167 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIFTH FLOOR AA167 0 2' 4' 8' SCALE: 1/2" = 1'-0" 5 PLAN DETAIL AA167 0 1' 2' 4' SCALE: 1/4" = 1'-0" 4 ROOF AA167 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 FIRST FLOOR AA167 0 2' 4' 8' CDB 12/29/08 A.310A, A.305A LGA 06.29.09