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AA417 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 AA417 Mechanical Shaft Plans & Sections !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 XXX A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( *+,%!"#$ -"./%# 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 33 P.5 P 13 AA501 3'-6" 3'-9" 3'-6" -!.#$ FAN ROOM MA2 MECHANICAL SHAFT MA2 MECHANICAL LOUVERS SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. LINTEL, REF. S-SERIES DRAWINGS 8" CMU 8" CMU DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOF MEMBRANE ( N.I.C.) OVER METAL ROOF DECKING. 8" AAC EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = ROLLING FIRE DOOR STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING . MIN. 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 +83'-6" Seventh Floor +97'-3" Eighth Floor Roof +109'-3" Ninth Floor Roof SCALE: 1/4" = 1'-0" 1 MECH SHAFT MA2 E/W SECTION AA417 0 2' 4' 8' 24 13 AA501 3'-6" MINIMUM MECHANICAL SHAFT MA2 FAN ROOM MA2 8" CMU MECHANICAL LOUVER 8" CMU SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. 8" CMU DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. 8" AAC EL. = EL. = FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOF MEMBRANE ( N.I.C.) OVER METAL ROOF DECKING. ROLLING FIRE DOOR STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING . 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL MIN. 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 +83'-6" Seventh Floor +97'-3" Eighth Floor Roof +109'-3" Ninth Floor Roof SCALE: 1/4" = 1'-0" 2 MECH SHAFT MA2 N/S SECTION AA417 0 2' 4' 8' 24 1 AA417 2 P AA417 P.5 8" 5'-6" 715/16" 2'-8" 10'-4" 1'-4" 73/8" 8" 17'-4" 2'-03/8" 3'-6" 7'-85/8" 1'-4" 6" 3'-4" 1'-0" 11'-0" 1'-6" 1'-4" S6D #!/+*&’ $00*123 FAN ROOM MA2 #!/+*4567*589 $00*123 LOUVERS SCALE: 1/4" = 1'-0" 3 MECH SHAFT MA2 PARKING PLAN AA417 0 2' 4' 8' 24 23.6 2 AA417 1 AA417 P.5 10'-4" 1'-4" 8'-0" 1'-4" 1'-4" #!/+*4567*589 :!;*123 </+*=>?6@AB MECHANICAL SHAFT MA2 SCALE: 1/4" = 1'-0" 6 MECH SHAFT MA2 6TH-7TH FLR PLAN AA417 0 2' 4' 8' 24 2 AA417 1 AA417 P.5 10'-4" 1'-4" 8'-0" 1'-4" 1'-4" MECHANICAL SHAFT MA2 #:/+*&’ #000*123 #"/+*4567*589 $;0*123 !:/+*4567*589 #!/+*=>?6@AB SCALE: 1/4" = 1'-0" 5 MECH SHAFT MA2 2ND-5TH FLR PLAN AA417 0 2' 4' 8' 24 2 AA417 1 AA417 P.5 2'-107/16" 3'-11/2" 2'-01/16" 10'-4" 1'-4" 8'-0" 1'-4" 1'-4" 5'-51/8" #"/+*4567*589 #;00*123 MECHANICAL SHAFT MA2 #"/+*&’ #;00*123 #!/+*C6 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. TO FACE OF CHANNEL SCALE: 1/4" = 1'-0" 4 MECH SHAFT MA2 1ST FLR PLAN AA417 0 2' 4' 8' 1 AA417 24 2 P.5 AA417 3" 3" 9'-23/4" 1'-27/8" 6" 0" 12'-63/8" 6" 1'-0" 15'-0" 115/8" 6" 6" 9'-01/4" 31/8" 27/8" 20'-53/4" S6D S6D S6D S6D S6D MA-2R MECHANICAL SHAFT MA2 LOUVERS MINIMUM 42" H. STEEL GUARD RAILING AROUND FLOOR OPENING AT 2 SIDES. SCALE: 1/4" = 1'-0" 7 MECH SHAFT MA2 PENTHOUSE PLN AA417 0 2' 4' 8' Note: Doors and platforms on parking level, 1st floors and roof only. 4.27.07 jaw LOUVERS: COORIDATE WITH M-SERIES DRAWINGS. SEE ARCHITECTURAL SPSCIFICATIONS FOR PRODUCT. Bid Set A.200,A.210,A.400 jdr, jaw, ls 06/10/09