Loading...
HomeMy WebLinkAboutAA134 FLOOR PLANS Area B EAST 21-24Project: 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 AA134 FLOOR PLANS Area B EAST 21-24 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 34 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 SHEET METAL FLASHING & METAL ROOF COLOR UPDATE, 08/17/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Wednesday, August 19, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST 21-24.pln 34 Q Q.5 R 24 23 22 21.5 21 9 AA133 1'-0 1/4" 1'-11 3/4" 4'-4" 7'-8" 7'-8" 4'-4 3/8" 3'-11 7/8" 1'-0 1/4" 1'-5" 6'-4 3/4" 12'-3" 6'-4 3/4" 1'-6" 1'-0 1/4" 4'-9 3/4" 3'-11 1/2" 7'-8" 7'-8" 3'-11 3/4" 1'-11" 2'-6 1/4" 2'-1 1/2" 4" 9 1/4"1'-4 1/4" 1'-0 1/4" 4'-10" 9'-4" 9'-4" 9'-1" 6'-4 3/4" 1'-4 1/4" 2'-6 1/4" 3'-0" 24'-0 3/8" 5'-0 1/8" 1'-5" 25'-0 1/2" 1'-6" 5'-10" 23'-3 1/4" 4'-5 1/4" 40'-4" 1'-4 1/4" 1'-8 1/4" 9 1/4" 6 1/2" 6 1/2" 3'-7 3/8" 10'-5 3/8" 1'-9 1/2" 10'-5 1/2" 3'-8 1/4" 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 18 AA564 1 AA221 1 AA222 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di W10 W10 W10 W10 W10 W10 W10 W10 W10 DR20 HEAD HT. = +8'-5 1/2" ABOVE STRUC. SLAB DR20 HEAD HT. = +8'-5 1/2" ABOVE STRUC. SLAB DR28 HEAD HT. = +8'-7 1/2" ABOVE STRUC. SLAB 7 6 6 VBRK2 VBRK2 2 2 2 2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 7 7 4 4 4 4 7 7 7 17 HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB Q Q.5 R 24 23 22 21.5 21 9 AA133 1'-0 1/4" 1'-11 3/4" 4'-0" 8'-0" 8'-0" 4'-0 3/8" 3'-11 7/8" 1'-0 1/4" 1'-5" 6'-4 3/4" 12'-3" 6'-4 3/4" 1'-6" 1'-0 1/4" 4'-9 3/4" 3'-11 1/2" 7'-8" 7'-8" 3'-11 3/4" 1'-11" 2'-6 1/4" 2'-1 1/2" 4" 9 1/4"1'-4 1/4" 1'-0 1/4" 4'-10" 9'-4" 9'-4" 9'-1" 6'-4 3/4" 1'-4 1/4" 2'-6 1/4" 3'-0" 24'-0 3/8" 5'-0 1/8" 1'-5" 25'-0 1/2" 1'-6" 5'-10" 23'-3 1/4" 4'-5 1/4" 40'-4" 10 1/4" 1'-2 1/4" 9 1/4" 6 1/2" 6 1/2" 1 AA339 2 AA339 3 AA339 4 AA339 1 AA340 2 AA340 3 AA340 1 AA221 1 AA222 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di W10 W10 W10 W10 W10 W10 W10 W10 W10 DR20 HEAD HT. = +8'-5 1/2" ABOVE STRUC. SLAB DR20 HEAD HT. = +8'-5 1/2" ABOVE STRUC. SLAB DR28 HEAD HT. = +8'-7 1/2" ABOVE STRUC. SLAB 6 6 7 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 VBRK2 2 2 2 2 7 7 4 4 4 4 7 7 15 7 HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB HEAD HT.= 8'-3" ABOVE STRUC. SLAB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PLAN NOTES MASONRY CONTROL JOINT. EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING. BUILDING EXPANSION JOINT. STEEL COLUMN, REF TO S-SERIES DRAWINGS. PREFINISHED MTL. DOWNSPOUT. MTL. RAILINGS, SEE J8/AA603. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. REFER TO SHEET AA432 FOR BALCONY SLAB DRAWINGS. BYPASS WALL: BASE AT 83'-6" (SEVENTH FLOOR), T.O.W. AT +103'-3". BYPASS WALL: BASE AT 69'-9" (SIXTH FLOOR), T.O.W. AT +103'-3" EIFS CORNICE BELOW PORCH DRAIN METAL STANDING SEAM ROOF BELOW METAL RAILING SYSTEM THROUGH PARAPET WALL, REFERENCE S-SERIES DRAWINGS. METAL RAILINGS, SEE 5/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. METAL RAILINGS, SEE 3/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. METAL RAILINGS, SEE 1/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. SCALE: 1/4" = 1'-0" 1 SECOND FLOOR AA134 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 THIRD THROUGH FIFTH FLOORS AA134 0 2' 4' 8' A310B 10.24.08 JDR, CBB, EJD LGA, JAW 08.17.09