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AA416 Mechanical Shaft Plan
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 AA416 Mechanical Shaft Plans & Sections !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 XXX A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( *+,%!"#$ -"./%# Tuesday, June 9, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A.200 Main sheets.pln 33 33 33 33 33 33 J.1 J.2 J.3 J.4 J.5 25 25.3 1 AA416 2 AA416 12'-0" 9'-23/8" #"-#$ #./+*&’ #000*123 #$-#$ #$/+ 4567*5897 $#0*123 #!/+*:;<6=>? MECHANICAL $@A*123 SHAFT MA1 #$/+ SCALE: 1/4" = 1'-0" 5 MECH SHAFT MA1 2ND-4TH FLR PLAN AA416 0 2' 4' 8' J.1 J.2 J.3 J.4 J.5 25 25.3 2 AA416 1 AA416 12'-0" 9'-23/8" 5'-57/8" 3'-41/2" 4" 4'-101/8" MECHANICAL SHAFT MA1 #./+*&’ @!0*123 #!/+ 4567*5897 $00*123 42" H. GUARDRAILING WITH TOE BOARD. TO FACE OF CHANNEL SCALE: 1/4" = 1'-0" 4 MECH SHAFT MA1 1ST FLR PLAN AA416 0 2' 4' 8' J J.05 J.1 J.2 J.3 J.4 J.5 2 AA416 25 25.4 25.5 25.3 1 AA416 1 AA416 1 AA416 11'-23/4" 17'-23/8" 7'-21/4" 3'-41/2" 8" 1'-55/8" 2'-63/8" 12'-0" 2'-8" 1'-4" 73/16" 8'-0" 73/16" S8D MA1 FAN ROOM SCALE: 1/4" = 1'-0" 3 MECH SHAFT MA1 PARKING PLAN AA416 0 2' 4' 8' J J.5 13 AA501 3'-6" MECHANICAL SHAFT MA1 FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. MECHANICAL LOUVERS CMU FAN ROOM MA1 COLD FORMED STEEL FRAMING, N.I.C. FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. LINTEL, REF. S- SERIES DRAWINGS 8" CMU 8" AAC EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOF MEMBRANE ( N.I.C.) OVER METAL ROOF DECKING. FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET EL. = EL. = EL. = EL. = EL. = EL. = EL. = STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING . STEEL FLOOR GRATING AND SUPPORT FRAMING BEYOND. 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. WALL AND ROOF DETAILS: IN FUTURE A.300 SERIES BID SETS. ROLLING FIRE DOOR -3'-1" Plaza Sandwich +2'-0" First Floor +20'-0" Second Floor +32'-0" Third Floor +44'-0" Forth Floor +56'-0" Fifth Floor & Roof +69'-9" Sixth Floor SCALE: 1/4" = 1'-0" 1 MECH SHAFT MA1 E/W SECTION AA416 0 2' 4' 8' 25 13 AA501 EL.: -17'-21/2" ±0'-0" 3'-6" #./+ FAN ROOM MA1 EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOF MEMBRANE ( N.I.C.) OVER METAL ROOF DECKING. SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. MECHANICAL LOUVER CMU MECHANICAL SHAFT MA1 LINTEL, REF. S- SERIES DRAWINGS 8" CMU STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING. 8" AAC FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET LOUVER, N.I.C. FAN UNIT, REFERENCE M- SERIES DRAWINGS AND BID SET EL. = EL. = EL. = EL. = EL. = EL. = EL. = STEEL FLOOR GRATING AND SUPPORT FRAMING. WALL AND ROOF DETAILS: IN FUTURE A.300 SERIES BID SETS. WALL AND ROOF DETAILS: IN FUTURE A.300 SERIES BID SETS. ROLLING FIRE DOOR 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. -3'-1" Plaza Sandwich +2'-0" First Floor +20'-0" Second Floor +32'-0" Third Floor +44'-0" Forth Floor +56'-0" Fifth Floor & Roof +69'-9" Sixth Floor SCALE: 1/4" = 1'-0" 2 MECH SHAFT MA1 N/S SECTION AA416 0 2' 4' 8' J.1 J.5 25 J.2 J.3 J.4 2 AA416 1 AA416 4'-03/4" 6" 9" 13'-01/2" 51/2" 2" 4'-61/2" 2'-31/2" 6" 1'-01/4" 26'-33/4" 6" 11'-43/8" 6" 12'-43/8" 5'-93/4" 5'-6" S6D S6D S6D S6D MECHANICAL SHAFT MA1 LOUVERS STEEL FLOOR GRATING, 42" HIGH GUARDRAILING AND SUPPORT FRAMING. OUTSIDE FACE OF CHANNEL. SCALE: 1/4" = 1'-0" 6 MECH SHAFT MA1 ROOF PLAN AA416 0 2' 4' 8' 4.27.07 jaw LOUVERS: COORIDATE WITH M-SERIES DRAWINGS. SEE ARCHITECTURAL SPSCIFICATIONS FOR PRODUCT. Note: Doors and platforms on parking level, 1st floors and roof only. Bid Set A.200,A.210,A.400 jdr, jaw, ls 06/10/09