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HomeMy WebLinkAboutAA418 Mechanical Shaft PlanProject: 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 AA418 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. 8" AAC FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. 8" CMU DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. STEEL FLOOR GRATING AND SUPPORT FRAMING BEYOND. ROLLING FIRE DOOR STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING. 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. 19.9 20 21 11'-47/8" 8'-0" MECHANICAL SHAFT MA3 FAN ROOM MA3 FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. DUCT TO FAN EQUIPMENT, REF. MECH. DWGS. SHT. MTL. ENCLOSURE AROUND DUCT, REF. MECH. DWGS. 8" AAC FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. 8" CMU EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = 8" CMU DUCTWORK, REFERENCE M- SERIES DRAWINGS AND BID SET FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOFING ( N.I.C.) OVER METAL ROOF DECKING. STEEL FLOOR GRATING AND SUPPORT FRAMING BEYOND. ROLLING FIRE DOOR STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING. 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" 2 MECH SHAFT MA3 N/S SECTION AA418 0 2' 4' 8' Q 13 AA501 EL.: VARIES 3'-6" EL.: +106'-7" EL.: +108'-3" MECHANICAL SHAFT MA3 T/BEAM T/LOUVER T/BEAM MECHANICAL LOUVERS COLD FORMED STEEL FRAMING, N.I.C. EL. = LINTEL, REF. S-SERIES DRAWINGS EL. = 8" CMU FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. EL. = EL. = EL. = EL. = EL. = EL. = EXTERIOR WALL CLADDING ( N.I.C.) OVER METAL STUD FRAMING AND ROOFING ( N.I.C.) OVER METAL ROOF DECKING. EL. = EL. = EL. = 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 FAN ROOM MA3 STEEL FLOOR GRATING AND SUPPORT FRAMING. ROLLING FIRE DOOR STEEL FLOOR GRATING, 42" H. RAILINGS, TOE BOARD AND SUPPORT FRAMING. 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 MA3 E/W SECTION AA418 0 2' 4' 8' Q Q.2 2 AA418 1 AA418 8'-0" 11/2" 3'-4" 11'-51/2" 1'-5" 12'-6" S8D #-.+*&’ #///*012 FAN ROOM MA3 TO FACE OF STUD SCALE: 1/4" = 1'-0" 3 MECH SHAFT MA3 PARKING PLAN AA418 0 2' 4' 8' Q Q.2 1 AA418 2 AA418 1'-4" 12'-7" 8'-0" 5'-51/8" MECHANICAL SHAFT MA3 #!.+ #-.+ STEEL FLOOR GRATING AND SUPPORT FRAMING. 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. TO FACE OF CHANNEL SCALE: 1/4" = 1'-0" 6 MECH SHAFT MA3 1ST FLR PLAN AA418 0 2' 4' 8' EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = -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 1 AA418 20 2 Q Q.2 AA418 6" 15'-21/4" 3/4" 51/4" 31'-67/8" 6" 61/4" 3'-3" 2'-61/2" 5'-71/2" 2'-61/2" 5'-6" 6" 10'-01/2" 6" 6" 11'-5" 3'-41/2" 43/4" 6" 43/4" 16'-21/4" 1'-07/8" 2'-53/16" 13'-0" 61/2" 13'-0" 1'-05/16" 6" 16'-21/4" 1'-01/4" 30'-0" 6" 5'-51/16" S6D S6D S6D S6D S6D S6D S6D #".+*3456*478 #9#:*012 MECHANICAL SHAFT MA3 LOUVERS STEEL FLOOR GRATING AND SUPPORT FRAMING. 42" H. GUARD RAILING with TOE BOARD. SEE STRUCTURAL DETAILS. TO FACE OF CHANNEL SCALE: 1/4" = 1'-0" 5 MECH SHAFT MA3 PENTHOUSE PLAN AA418 0 2' 4' 8' Q Q.2 1 AA418 2 AA418 8'-0" 1'-4" 12'-6" #!.+ #!.+ #/.+ ".+ MECHANICAL SHAFT MA3 DOOR: 3RD FLR LOCATION DOOR: 5TH FLR LOCATION DOOR: 7TH FLR LOCATION SCALE: 1/4" = 1'-0" 4 MECH SHAFT MA3 2ND-7TH FLR PLAN AA418 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 33 33 33 33 33 33