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HomeMy WebLinkAboutAA169 ENGLARGED FLR PLNS & DETAILS 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 AA169 ENGLARGED FLR PLNS & DETAILS 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 26 32 32 32 J 24.1 J.5 K K.5 L 1'-0 1/4" 2'-0 5/8" 14'-6" 3'-5 3/8" 2'-0 5/8" 11'-1" 3'-5" 3'-5 3/8" 2'-0 5/8" 14'-6" 3'-5 3/8" 2'-0 5/8" 11'-1" 3'-5" 3'-5 3/8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-4 5/8" 1'-0 1/4" 80'-0" 6 1/2" 1'-2 1/4" 4 3/8" 1'-0 1/4" 6 1/2" 1'-2 1/4" 6 1/2" 1'-2 1/4" 4 3/8" 1'-0 1/4" 6 1/2" 1'-2 1/4" 6 1/2" 1'-2 1/4" 4 3/8" 1'-0 1/4" 1'-4 5/8" 1'-4 5/8" 3'-11" 3'-2 3/8" 3'-11" 3'-2 3/8" 1 AA366 2 AA366 4 AA366 1 AA367 2 AA367 3 AA366 13 AA562 04 AA508 04 AA508 M10 M8 M8 M4 M6 4 10 4 10 4 10 4 10 10 4 4 4 4 4 4 4 4 4 M8 M4 M10 M6 M4 M10 M6 M8 M4 M10 M6 M6 M10 NOTE: HOLD CMU 1/2" FROM SIDE OF STEEL TUBES GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT EDGE OF CONC. RIBBON SLAB HOLD DOWN CMU 8" AT RIBBON SLAB 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" EDGE OF CONC. RIBBON SLAB HOLD DOWN CMU 8" AT RIBBON SLAB 1 2 3 4 5 6 7 8 9 10 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 STEEL TUBE, REF S-SERIES DWGS 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 REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL PLAN AA169 0 2' 4' 8' CDB 02/07/09 LGA A.305A 06.29.09