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HomeMy WebLinkAboutAA160 PARTIAL PLANS NORTH AREA A RETAIL J-MProject: 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 AA160 PARTIAL PLANS NORTH AREA A RETAIL J-M !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:NORTH MODULES:BLDG. A NORTH LL J-M.pln 32 32 32 32 32 32 32 32 32 32 32 32 32 32 J J.5 K K.5 L L.5 L.9 M 28 27.6 49 50 51 46 47 45 48 3 AA569 2 AA569 1 AA569 2 AA569 10'-11 7/8" 14'-6" R.O. 3'-5 7/8" 1'-0 1/4" 1'-0 1/4" 4'-8 1/2" 10'-0" R.O. 5'-3 1/2" 5'-3 1/2" 10'-0" R.O. 4'-8 1/2" 1'-0 1/4" 2'-10 3/8" 14'-6" R.O. 1'-8" 3'-0 3/4" 14'-6" R.O. 2'-5 1/4" 4 1/4" 2'-0 3/4" 11'-6 1/2" 2'-0 3/4" 5'-8 3/4" 13'-4" R.O. 1'-9" 1'-6" 1'-0 1/4" 10'-1 3/8" 4 1/2" 1'-0 1/4" 8" 4 1/2" 1'-0 1/4" 8" 1'-0 1/4" 1'-3" 3'-4" 1'-2" 2'-6 3/4" 2'-11 7/8" 11'-6 1/8" 9 1/4" 6 AA360 3 AA360 7 AA360 5 AA360 4 AA360 3 AA360 2 AA360 1 AA360 1 AA251 2 AA251 3 AA251 VBRK2 11 10 11 10 3 5 3 5 3 5 3 5 3 5 3 5 6 6 6 6 6 6 2 15 3 3 3 26 27 28 3 6 6 6 3 3 6 6 6 6 6 6 SIM. OPP HAND SIM J.5 K.5 L L.5 M J K L.9 28 27.6 8 AA569 9 AA569 6 AA569 5 AA569 7 AA569 4 AA569 5 AA569 5 1/4" 15'-6" 4'-0 3/4" 16'-9 3/8" 5/8" 1'-0 5/8" 2'-4 5/8" 18'-5 1/2" 18'-5 1/2" 1'-7 3/8" 1'-2 1/2" 21'-8 3/8" 1'-6 1/2" 10 1/8" 10 1/8" 1'-6 1/2" 7'-2 1/2" 7'-6" 7'-6" 7'-6" 7'-2 1/2" 1'-6 1/2" 7/8" 9 1/4" 11 1/2" 3" 7'-1 5/8" 7'-5 1/8" 7'-1 5/8" 1'-6 1/2" 10 1/8" 1'-3 1/2" 1'-3 1/2" 1'-7 3/8" 9 1/4" 3" 6 1/4" 1'-10 5/8" 1'-3 1/2" 2'-11 5/8" 7'-0 5/8" 6'-9 1/8" 5/8" 2 3/8" 10 1/4" 5/8" 16'-3 1/4" 3'-8 1/8" 10'-0 1/2" 7'-7 1/4" 2'-4 1/4" 5'-3" 7'-7 1/4" 7'-1 3/4" 7/8" 9 1/4" 1'-7 5/8" 3" 4 3/4" 4'-0 1/4" 5 AA360 4 AA360 3 AA360 2 AA360 1 AA360 6 AA360 3 AA360 7 AA360 1 AA251 2 AA251 3 AA251 1 AA257 11 10 11 10 2 15 12 15 12 15 12 S8A VEIFS VEIFS 19 20 VEIFS 3 3 3 3 3 1 1 1 21 21 21 20 19 20 19 20 19 3 3 3 3 3 3 3 3 3 3 3 3 3 3 SIM. OPP HAND SIM COLUMN LINE TO NEWEL POST C.L. COLUMN LINES TO FACES OF STUDS COLUMN LINES TO FACES OF STUDS AND C.L.s OF STEEL TUBES 1 2 3 5 6 8 4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 EDGE OF CONCRETE CURB STONE BASE BELOW MTL. RAILINGS, REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ SILL. BUILDING EXPANSION JOINT PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. PREFINSIHED METAL COPING OVERHEAD REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS EIFS SOFFIT OVERHEAD REF TO ADJACENT FACADE DWGS DRAWING LIMITS TO THIS LINE EIFS PROFILE BELOW STONE COPING FACE OF EIFS CORNICE EDGE OF SLAB/ROOF DECK, REF S-SERIES DWGS EXISTING C.I.P. CONC WALL, REF S-SERIES DWGS FUTURE SIGNAGE DRIP LINE OF ROOF ABOVE SYNTHETIC STONE BALUSTER SYNTHETIC STONE NEWEL POST ROOF DRAIN 2 COURSES 8" CMU BELOW STOREFRONT SILL HOLD CMU 1/2" FROM SIDES OF STEEL TUBES GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT CONC RIBBON SLAB, HOLD CMU DOWN 8" STORZ FDC CONNECTION FOR AUTOMATIC SPRINKLER FDC CONN. FOR DRY STANDPIPE FIRE PUMP TEST HEADER SCALE: 1/4" = 1'-0" 1 FIRST FLOOR AA160 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 PARAPET LEVEL AA160 0 2' 4' 8' Bid Set A.305.A 12/29/08 06.29.09 JDR LGA, JAW