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HomeMy WebLinkAboutAA132 FLOOR PLANS SOUTH LL M-N (ALT)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 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 AA132 FLOOR PLANS SOUTH LL M-N (ALT) Bid Set !"#$%#"& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 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 N-P.1.pln 32 32 32 32 L.9 M M.5 N.1 24.1 29A 29B #DrgID #LayID #DrgID #LayID #DrgID N-P.7 #LayID N-P.51 3'-6" 2" 3'-3" 16'-6" 4'-3" 1'-9" 2'-6" 16'-6" 2'-0" 10'-1 7/8" 2'-1 1/4" 3'-8" 1'-9" 1'-0 1/4" 1'-0 1/4" 1'-0 1/4" 1 AA334 2 AA334 2 AA334 1 AA217 11 10 3 5 2 5 3 6 2 10 11 10 3 5 2 A145 A146 S8Di S8Di S8Di S8Di ALUMINUM CURTAINWALL ALUMINUM CURTAINWALL L.9 M M.5 N.1 24.1 7 AA132 8 AA132 9 AA132 1'-2 3/8" 1'-5 5/8" 6 5/8" 1'-0 1/4" 1'-3 5/8" 1'-5 5/8" 2'-8" 2'-2 5/8" 3'-8 1/4" 1'-3 5/8" 2'-0 5/8" 3'-2 5/8" 8'-6 3/8" 8'-6 3/8" 8'-6 3/8" 8'-6 3/8" 17'-0 3/4" 17'-0 3/4" 1'-9 1/2" 3/8" 1 AA334 2 AA334 1 AA217 2 AA217 3 2 3 16 1 3 13 16 3 8 14 7 8 7 14 8 3 3 EDGE OF CONC. CURB AND GRID LINE ALIGN ROOF DRAIN & OVERFLOW 1 2 3 5 6 8 4 9 10 11 12 13 14 15 7 16 EDGE OF CONC. 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 OVERHEAD SYNTHETIC STONE BALUSTRADE, MODEL # C-1-42 & RAILS FACE OF EIFS CORNICE EDGE OF SLAB/ROOF DECK, REF S-SERIES DWGS LINE OF MTL. CAP BELOW SYNTHETIC STONE NEWEL POST, MODEL #NP-2-42 M 24.1 1'-6" 1'-9" 1'-4" 1'-0 1/4" 3'-3" 2 3/4" 1'-3" 5 7/8" STEEL COLUMN REFERENCE S- SERIES DRAWINGS GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING ADJACENT FACADE 2" EXPANSION JOINT 5 7/8" EIFS VENEER BACKER ROD & SEALANT REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS 5/8" GYP. BD. (N.I.C.) 2" EXPANSION JOINT BELOW WEATHER BARRIER VAPOR BARRIER M.5 24.1 1'-9" 2'-6" 1'-0 1/4" 1'-4" 4'-3" 2 3/4" 1'-3" 2'-0" 1'-9" 5 7/8" 2 AA334 GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. BACKER ROD & SEALANT 5/8" GYP. BD. (N.I.C.) 2" EXPANSION JOINT BELOW REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS STEEL COLUMN REFERENCE S- SERIES DRAWINGS 5/8" EXTERIOR SHEATHING ALUMINUM CURTAINWALL 5 7/8" EIFS VENEER WEATHER BARRIER VAPOR BARRIER ALUMINUM CURTAINWALL N.1 24.1 7 3/4" 7 3/4" 2'-1 1/4" 2 5/8" 3'-3 7/8" 2 3/4" 1'-4" GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. 5/8" GYP. BD. (N.I.C.) 2" EXPANSION JOINT BELOW WEATHER BARRIER STEEL COLUMN REFERENCE S- SERIES DRAWINGS 5/8" EXTERIOR SHEATHING ALUMINUM CURTAINWALL 5 7/8" EIFS VENEER VAPOR BARRIER ADJACENT FACADE LINE OF CURTAINWALL ABOVE REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS BACKER ROD & SEALANT M 24.1 L.9 9 1/4" 1'-3 5/8" 7 1/8" 3" 4 3/8" 1" 2" 4" 11 3/4" 4" 1'-10 1/4" 1'-3 3/4" 1'-3" 2'-10 3/4" 1'-2 3/8" 1'-5 5/8" 3" 3 5/8" METAL STUD @ 16" O.C. 3/4" EIFS OVER 5/8" EXTERIOR SHEATHING 6" METAL STUD @ 16" O.C. STEEL TUBE COLUMN REFERENCE S-SERIES DRAWINGS LINE OF EIFS VENEER BELOW LINE OF CORNICE BELOW EIFS VENEER LINE OF CONC. CURB BELOW, ALIGN WITH GRID LINE SYNTHETIC STONE BALUSTRADE, MODEL # C-1-42 SYNTHETIC STONE BALUSTRADE RAIL BELOW 5/8" EXTERIOR SHEATHING ADJACENT FACADE 2" EXPANSION JOINT 2" EXPANSION JOINT BELOW LINE OF CORNICE BELOW 3/4" EIFS OVER 5/8" EXTERIOR SHEATHING M 24.1 1'-3 5/8" 2'-0 5/8" 7 1/8" 4" 1'-3" 2'-0" 4" 3" 4 3/8" 1" 2" 3'-11" 9 1/4" 3" 1'-5 5/8" 2'-2 5/8" 2 AA334 REFER DETAIL 7/AA132 FOR SIMILAR NOTES STEEL TUBE COLUMN REFERENCE S-SERIES DRAWINGS STEEL TUBE COLUMN REFERENCE S-SERIES DRAWINGS LINE OF CORNICE BELOW 24.1 N.1 3/8" 1'-6 3/4" 4" 1'-2 7/8" 4" 3" 4 3/8" 1" 2" 7 1/8" 1'-10 7/8" 9 1/4" 3" 1'-9 1/2" 2" REFER DETAIL 7/AA132 FOR SIMILAR NOTES STEEL TUBE COLUMN REFERENCE S-SERIES DRAWINGS LINE OF CORNICE BELOW ADJACENT FACADE BACKER ROD & SEALANT BACKER ROD & SEALANT L.9 M M.5 N.1 24.1 42'-8" 1'-6" 14'-10" 3'-5" 4'-3" 5'-5 3/8" 1'-2 5/8" 9'-8 1/4" 3'-9 3/4" 2'-6" 1'-3 1/2" 17'-5" 3'-4" 17'-5" 3'-2 1/2" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0 1/4" 1'-4 5/8" 3 7/8" 4 3/8" 1'-0 1/4" 1'-8 1/2" 1'-6 3/4" 1'-8 1/2" 1'-0 1/4" 1'-6" 1'-9" 8 1/4" 1'-2 1/4" 1'-2 1/4" 1'-2 1/4" 1'-4 5/8" 3" 3'-8" 1 AA334 2 AA334 2 AA334 04 AA508 M8 3 5 3 3 5 11 2 M6 M6 M6 M4 M8 M4 M10 M10 M10 M8 M4 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 CONC. RIBBON SLAB 1 COURSE 4" CMU @ +8" 1 COURSE 4" CMU @ +8" HOLD DOWN CMU 8" AT RIBBON SLAB EDGE OF CONC. RIBBON SLAB 24.1 ALUMINUM CURTAINWALL WEATHER BARRIER OVER 5/8" EXTERIOR SHEATHING (N.I.C.) 1" EFIS VENEER 5/8" GYP. BD. (N.I.C.) 8" MTL. STUD (N.I.C.) 1" INSULATED MTL. PANEL 2" EXPANSION JOINT ALUMINUM CURTAINWALL FRAME ABOVE 5/8" GYP. BD. (N.I.C.) BACKEROD & SEALANT GRANITE BASE BELOW GRANITE BASE BELOW 8" CMU BELOW SCALE: 1/4" = 1'-0" 2 PARTIAL 1ST. FLR. SOUTH AREA B AA132 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 PARTIAL PARAPET PLAN SOUTH AREA B AA132 0 2' 4' 8' SCALE: 1" = 1'-0" 4 PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1" = 1'-0" 5 PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 PARAPET PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 PARAPET PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1" = 1'-0" 9 PARAPET PLAN DETAIL AA132 0 6'' 1' 2' SCALE: 1/4" = 1'-0" 1 PARTIAL PLAZA LEVEL SOUTH AREA B AA132 0 2' 4' 8' SCALE: 1 1/2"= 1'-0" 10 PLAN DETAIL AA132 0 6'' 12'' 18'' 12/12/08 JLS LGA 06/29/09 A.300