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HomeMy WebLinkAboutAA151 PARTIAL AREA PLAN WEST AREA B 21-23Project: 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 AA151 PARTIAL AREA PLAN WEST AREA B 21-23 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 CCC.A.ASI.11, 9/18/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Tuesday, September 22, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:WEST MODULES:Bldg A-WEST 21-23.pln 37 37 37 37 37 21 P.1 P.1 22 23.1 P P 13 AA504 6" 6 1/4" 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 1 AA355 2 AA355 3 AA355 1 AA233 VEFIS S6Di VEFIS S6Di VEFIS S6Di VEFIS S6Di DR03 DR03 VEFIS S6Di 8 8 8 8 9 9 W04 W04 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 21 P.1 P.1 22 23.1 P P 13 AA504 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 6" 6 1/4" 1 AA355 2 AA355 3 AA355 4 AA355 1 AA233 8 10 10 D27 D27 D27 D27 10 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 21 P.1 P.1 23.1 P P 13 AA504 CFS TRUSSES @ 1'-4" O.C. 7'-1 3/8" CLEAR BETWEEN TRUSSES CFS TRUSSES @ 1'-4" O.C. 7'-1 3/8" CLEAR BETWEEN TRUSSES CFS TRUSSES @ 1'-4" O.C. 7'-1 3/8" CLEAR BETWEEN TRUSSES CFS TRUSSES @ 1'-4" O.C. 7'-1 3/8" CLEAR BETWEEN TRUSSES CFS TRUSSES 1'-6 3/4" 7'-3 1/4" 15'-5" 15'-5" 15'-5" 9'-1 3/4" 6" 5 5/8" 5 1/4" 2'-0" 1'-1 3/4" 1 AA355 2 AA355 3 AA355 1 AA233 5 AA151 S6Bi S6Bi S6Bi S6Bi S6Bi DR03 DR03 DR03 S6Bi S6Bi S6Bi S6Bi 9 9 9 9 10 10 11 12 13 11 15 16 17 18 DR03 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'-4" O.C. SOFFIT FRAMING TYPICAL AT ALL EXTERIOR DOORS THIS AREA SECONDARY ROOF FRAMING TYPICAL AT ALL EXTERIOR DOORS THIS AREA REFER TO SHEET AA518 FOR CFS TRSSES 4" CONTINUOUS SOFFIT VENT 4" CONTINUOUS SOFFIT VENT 4" CONTINUOUS SOFFIT VENT 4" CONTINUOUS SOFFIT VENT 4" CONTINUOUS SOFFIT VENT 21 P.1 P.1 22 23.1 P P 21 22 23.1 P.1 P.1 P P 61'-9 1/8" CFS TRUSSES @ 1'-4" O.C. 7'-11 1/8" 15'-5" 15'-5" 15'-5" 7'-7" 5'-5 1/2" 7 1/4" 1'-1 5/8" 7 7/8" 3'-2 1/8" 11 1/8" 2'-2 3/8" 2'-3" 6" 1'-0 1/8" 1 AA355 2 AA355 3 AA355 1 AA233 5 AA151 S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A VEFIS 14 16 14 14 14 14 19 14 W-- W-- W-- W-- REFER TO SHEET AA518 FOR CFS TRSSES 5'-11 3/4" 9'-6" 6'-1 1/8" 1'-6 5/8" 1'-6 1/2" 6" 2'-6" 1'-4 5/8" 7'-7 1/4" 1'-4 1/8" 10'-4" 5" 1'-3" 7'-0 1/8" 1'-3" 10" 5'-0" 10" 6" 5'-8" 6" 3'-7 1/2" 2'-10" 2'-10" 8'-3 3/4" R 4'-6" R 5'-21/4" R 1'-81/2" R 1'-6" R 2'-0" R 2'-6" 6 AA151 OVERBUILD TO HAVE A PREFINISHED METAL FINISH OVERBUILD TO HAVE A PREFINISHED METAL FINISH PREFINISHED METAL ROOF PANEL +83'-6" Seventh Floor +97'-3" Roof P.1 2'-1 1/4" 1'-6 1/2" 6" 3'-0" 6 1/2" 6" 2'-2 3/4" 2'-2 3/8" 4" 1 5/8" 4 1/4" 3 5/8" 1'-4 7/8" 8'-3" BOTTOM OF HEADER BEAM @ 8'-6" ABOVE STRUCTURAL SLAB REF. S SERIES DWG'S 5/8" EXTERIOR SHEATHING SECONDARY CFS ROOF FRAMING TO SPAN BETWEEN TRUSSES AND FOLLOW THE LINE OF TOP CHORD OF THE TRUSS SECONDARY CFS FRAMING AS REQUIRED 5/8" EXTERIOR SHEATHING OVER CFS FRAMING BLOCKING AS REQUIRED 5/8" EXTERIOR SHEATHING SECONDARY CFS FRAMING AS REQUIRED CFS TRUSS @ 1'-4" O.C. SEE SHEET AA518 EIGHTH FLOOR ROOF +97'-3" CUT TRUSS LEG AS REQUIRE TO MATCH SLOPING DECK BOTTOM OF SOFFIT FRAMING @ 8'-6" ABOVE STRUCTURAL SLAB 3/4" FIRE RES. PLYWD. SHEATHING. STANDING SEAM MTL. ROOFING. 3/4" FIRE RES. PLYWD. SHEATHING. 3/4" FIRE RES. PLYWD. SHEATHING. 3" RIGID INSULATION. 1 1/2" VERTICAL METAL SIDING OVER HORIZ. FURRING CHANNELS. 1 2 3 5 6 4 7 8 9 10 11 12 13 14 15 16 17 18 19 MASONRY CONTROL JOINT STONE BASE BELOW PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS DRAWING LIMITS TO THIS LINE CONC. RIBBON SLAB SEE SHEET AA508 FOR FND. DETAILS EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING METAL RAILING SEE 1/AA705 S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS AT JAMB 6" INFILL WALL BETWEEN TRUSSES @ ALL EXTERIOR DOORS THIS AREA FACE OF HEADER BEAM TO BE 2'-1 1/4" OFF COLUMNLINE "P.1" BOTTOM OF SOFFIT FRAMING @ 8'-6" ABOVE STRUCTURAL SLAB BOTTOM OF HEADER BEAM @ 8'-6" ABOVE STRUCTURAL SLAB REF. S SERIES DWG'S EXTERIOR SHEATHING FACE OF HEADER BEAM TO BE 2'-1 1/4" OFF COLUMNLINE "P.1" SECONDARY CFS FRAMING TO SUPPORT OVERBUILD TRIM DETAIL TYPICAL SECONDARY CFS ROOF FRAMING TO SPAN BETWEEN TRUSSES AND FOLLOW THE LINE OF TOP CHORD OF THE TRUSS HIP FRAMING AS REQUIRED HEIGHT OF END CAP STUD WALL TO MATCH HEIGHT OF TRUSS SCALE: 1/4" = 1'-0" 1 FIFTH FLOOR AA151 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SIXTH FLOOR AA151 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SEVENTH FLOOR AA151 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 ROOF AA151 0 2' 4' 8' SCALE: 3/8" = 1'-0" 5 PARTIAL ROOF ELEVATION AA151 0 2' 4' 6' SCALE: 3/8" = 1'-0" 6 ROOF FRAMING SECTION AA151 0 2' 4' 6' SCALE: 3/16" = 1'-0" 6 7TH & 8TH FLOOR DORMER AA151 0 4' 8' 12' 10.24.08 BAB, JAW, LGA A.310B BAB, JPM, DCW 09/18/09