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HomeMy WebLinkAboutAA141 PARTIAL PLANS NORTH M-PProject: 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 AA141 PARTIAL PLANS NORTH M-P Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 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 M-N.pln 2008, 2009 JAMES R. STUTZMAN, AIA, CARMEL INDIANA 32 32 32 32 M M.5 N N.5 P 52 53 54 55 27.6 28 16 AA576 3 AA569 3'-6 5/8" 15'-3 1/4" 4'-4 3/4" 15'-3 1/4" 3'-6 5/8" 4'-6 1/8" 13'-3 1/4" 5'-4 3/4" 13'-3 1/4" 3'-6 5/8" 1'-0 1/4" 2'-6 3/8" 1'-5 3/4" 2'-2 3/8" 2'-6 3/8" 1'-0 1/4" 1'-2 3/8" 4'-2 3/8" 2'-6 3/8" 1'-0 1/4" 4'-2 5/8" 8" 6 3/8" 2'-4 1/4" 8" 4'-2 5/8" 8" 6 3/8" 2'-4 1/4" 8" 4'-2 5/8" 8" 10 5/8" 8" 1'-4" 8" 8" 6'-8 3/4" 8" 8'-0 3/4" 3 5/8" 2'-7" 8" 8" 3'-0 3/4" 8" 8" 2'-10 5/8" 8" 8" 2'-10 5/8" 8" 3 5/8" 10 3/4" 8 5/8" 3 5/8" 2'-2 5/8" 3 5/8" 4'-5 1/8" 8" 8" 10 5/8" 8" 8" 6 3/8" 4 1/4" 8" 2'-2 5/8" 8" 2'-7" 3 5/8" 3 5/8" 1'-7 3/8" 3 5/8" 1'-4 1/4" 2'-2" 16'-0" R.O. 3'-8" 16'-0" R.O. 7'-4" 14'-0" R.O. 4'-8" 14'-1 5/8" R.O. 2'-0 3/8" 3 5/8" 10 3/4" 2'-4 1/4" 8" 11'-8" 8 1/4" 3 AA349 1 AA349 2 AA349 2 AA347 3 AA347 1 AA348 4 AA347 1 AA227 5 5 5 5 5 4 4 4 4 4 23 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS S8A S8A S8A S8A S8A S8A S8Di S8A S8Di S8Di S8Di VBRK2 VBRK2 VBRK2 VBRK2 18 18 27 27 27 27 27 27 M M.5 N N.5 P 28 28 27 27 1 AA143 1'-0 1/4" 2'-8 5/8" 4'-4 5/8" 4'-4 5/8" 2'-1" 5'-3 1/4" 2'-1" 4'-4 5/8" 4'-4 5/8" 2'-8 5/8" 1'-0 1/4" 3'-4 5/8" 3'-4 5/8" 3'-7 3/8" 10'-9 1/2" 3'-7 3/8" 3'-4 5/8" 3'-4 5/8" 2'-8 5/8" 1'-0 1/4" 3'-8 7/8" 8'-9 1/4" 3'-9 1/2" 9'-5 1/4" 3'-9 1/2" 8'-9 1/4" 3'-8 7/8" 4'-8 3/8" 6'-9 1/4" 18'-0 1/4" 6'-9 1/4" 3'-8 7/8" 42'-0 1/2" 40'-0" 1'-5 1/8" 1'-5 1/8" 10 1/8" 1'-5 5/8" 10 1/8" 2'-0" 9 1/2" 9 1/2" 7'-1 3/4" 9'-0" 7'-8 3/8" 2'-4 5/8" 2'-4 5/8" 4'-4 7/8" 6 1/4" 6'-7 1/2" 8'-9" 7'-11 3/8" 2'-4 5/8" 2'-4 5/8" 2'-4 7/8" 1'-4 5/8" 1'-0 1/4" 1'-4 5/8" 3'-0 1/4" 1'-0 1/4" 4'-0" 1 AA347 2 AA348 2 AA348 # AA347 2 AA347 3 AA347 1 AA348 4 AA347 1 AA347 1 AA145 4 AA145 3 AA230 5 AA230 M-N-73 M-N-74 M-N-75 #DrgID #LayID M-N-97 M-N-98 #DrgID #LayID 1 AA227 1 AA228 1 AA229 6 AA230 4 AA230 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di 6 6 7 15 14 9 14 10 14 8 15 11 15 12 15 13 6 3 3 3 3 W09 23 23 W18 W41 W18 W18 W41 W41 W41 W41 W22 W22 HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-7" ABOVE STRUC. SLAB HEAD HT. = +7'-1 1/2" ABOVE STRUC. SLAB M M.5 N N.5 27.6 28 P 1'-6 7/8" 2'-2" 12'-7" 3'-5" 1'-10" 1'-10" 16'-0" 2'-2" 5'-2" 14'-0" 10" 3'-10" 3'-5" 10'-9" 8 1/4" 8 1/4" 4 3/8" 8 1/4" 8 1/2" 8 1/4" 4 3/8" 8 1/4" 8 1/2" 8 1/4" 4 3/8" 8 1/4" 2 7/8" 8 1/4" 2'-2" 4'-2" 2'-2" 4'-2" 2'-2" 2'-2" 2'-0" 2'-2" 2'-2" 2'-2" 2'-2" 2'-2" 3'-7" 13'-3" 3'-2" 3'-2" 13'-4" 3'-6" 2'-2" 4'-4" 11'-4" 2'-2" 5'-2" 11'-4" 3'-6" 2'-2" 2'-2" 4'-2" 2'-11 3/8" 1'-5 1/4" 1'-7 3/8" 1'-5 1/4" 1'-7 3/8" 4'-7 3/8" 1'-7 3/8" 1'-5 1/4" 2'-11 3/8" 1'-5 3/8" 4'-6" 2'-11 3/8" 5'-11 3/8" 1'-7 3/8" 1'-5 3/8" 1'-7 3/8" 3'-5 1/4" 1'-7 3/8" 3'-5 1/4" 2'-7 3/8" 2'-7 3/8" 1'-7 3/8" 3'-5 1/4" 1'-5 1/4" 2'-11 3/8" 8 1/4" 8 1/4" 3'-8" 3" 3'-8" 3" 3 AA349 1 AA349 2 AA349 2 AA347 3 AA347 1 AA348 4 AA347 25 25 25 25 25 M8 M8 M8 M8 M6 M8 M6 M6 M6 M8 M8 M8 M8 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 18 26 26 26 26 18 HOLD DOWN TOP OF FOUNDATION WALL ONE COURSE OF 8" CMU. CONC. RIBBON SLAB RIBBON SLAB RIBBON SLAB HOLD DOWN TOP OF FOUNDATION WALL ONE COURSE OF 8" CMU. CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB 1 2 3 5 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 MASONRY CONTROL JOINT EXTERIOR SHEATHING PLAN NOTES SEE SHEET AA508 FOR FND. DETAILS REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS STONE BASE BELOW 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 1/AA431 FOR BALCONY SLAB REF. TO 2/AA431 FOR BALCONY SLAB REF. TO 3/AA431 FOR BALCONY SLAB REF. TO 4/AA431 FOR BALCONY SLAB REF. TO 5/AA431 FOR BALCONY SLAB REF. TO 6/AA431 FOR BALCONY SLAB REF. TO 8/AA431 FOR BALCONY SLAB METAL RAILING SEE 3/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS METAL RAILING SEE 5/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS LINE OF CORNICE BELOW FACE OF STONE BAND BELOW DRAWING LIMITS TO THIS LINE CFS OVERBUILD AS REQUIRED BETWEEN TRUSSES METAL RAILING METAL GUTTER METAL COPING PREFINISHED METAL DOWNSPOUT OUTLINE OF C.I.P. CAP BELOW, FIELD VERIFY LIMITS, REF TO STRUCTURAL DWGS C.I.P. CONCRETE CAP OVER CMU, FIELD VERIFY EXISTING CMU FOOTPRINT, REF S-SERIES DWGS STONE VENEER EIFS BULKHEAD ABOVE SCALE: 1/4" = 1'-0" 2 FIRST FLOOR AA141 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SECOND FLOOR AA141 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL AA141 0 2' 4' 8' 10.24.08 JPM, JDR BAB, JAW A.305B, A.310B 06.29.09