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AA142 PARTIAL PLANS NORTH M-P
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 AA142 PARTIAL PLANS NORTH M-P Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 25 26 27 28 29 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE BID SET A.300, 02/27/09 MASONRY AND EIFS UPDATE 2 A.300.ASI.004, 03/08/09 CCC.A.ASI.1, 5.20.09 RFI UPDATES, PUBLIC WAYS, ROOF UPDATES SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 M M.5 N N.5 P 28 28 27 27 2 AA143 M-28 A102 M-28 A106 1 A107 #DrgID #LayID N.5-28 A104 P-28 A101 P-28 A103 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" 2'-0" 1'-5 1/8" 10 1/8" 1'-5 5/8" 10 1/8" 9 1/2" 9 1/2" 1'-5 1/8" 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" 7'-1 3/4" 9'-0" 7'-8 3/8" 2'-4 5/8" 2'-4 5/8" 4'-4 7/8" 1'-4 5/8" 3'-0 1/4" 1'-0 1/4" 4'-0" 3'-8" M.O. 8'-0" M.O. 8'-8" M.O. 8'-0" M.O. 6'-0" M.O. 6'-0" M.O. 3'-8" M.O. 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 #DrgID #LayID 1 AA228 1 AA229 6 AA230 4 AA230 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 6 6 7 15 14 9 14 10 14 8 15 11 15 12 15 13 6 3 3 3 3 W18 W41 W18 W18 W41 W41 DR02 DR02 W41 DR05 DR05 W22 W22 16 16 16 W09 23 23 W18 W41 W22 W22 W41 M M M M M M M M M M M M M M M M M 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 P 28 28 27 27 2 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" 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'-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" 1'-4 5/8" 3'-0 1/4" 1'-0 1/4" 4'-0" 3'-8" M.O. 8'-0" M.O. 8'-8" M.O. 8'-0" M.O. 6'-0" M.O. 6'-0" M.O. 3'-8" M.O. 2 AA347 3 AA347 1 AA348 4 AA347 1 AA347 2 AA348 1 AA227 1 AA229 1 AA228 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 6 6 7 15 14 9 14 10 14 8 15 11 15 12 15 13 6 3 3 3 3 W18 W41 W18 W18 W41 W41 DR02 DR02 W41 W41 DR05 DR05 W22 W22 17 17 17 W09 23 23 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 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 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 SCALE: 1/4" = 1'-0" 1 THIRD FLOOR AA142 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FOURTH FLOOR AA142 0 2' 4' 8' 10.24.08 JPM BAB, JAW 02.27.09 A.305B, A.310B