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HomeMy WebLinkAboutAA410 Elevator Plans & SectionsProject: 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 AA410 Elevator Plans & Sections 03.29.07 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 BID SET A.410 ISSUE, 12/29/08 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Monday, December 29, 2008; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A.200 Main sheets.pln 14 14 14 26 25 23.6 25.1 L.9 1 AA410 - 4 AA410 - 3 AA410 - 2 AA410 - 19'-7" 10'-4" 1'-4" 3'-1" 4'-4" 9" 8'-0" 2'-4" 3'-10" 2'-33/8" 1'-4" 8'-53/8" 75/8" 8'-2" 8'-25/8" 75/8" 2'-63/4" 1'-11/8" 5'-3" 1'-101/2" VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR ELEVATOR EA12 EA3 ELEVATOR EA2 STEEL BEAMS, REF. S- SERIES DRAWINGS SCALE: 1/4" = 1'-0" 5 ELEV. EA2/3/12 PARKING LEVEL PLAN AA410 0 2' 4' 8' L.5 L.9 1 AA501 9 AA501 8'-8" 5'-0" mn. 19'-1" EL.: -17'-1" WATERPROOFING WATERPROOFING COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME ELEVATOR SHAFT EA12 LADDERS BY ELEVATOR MANUFACTURER HOIST BEAM, REF. S-SERIES DRAWINGS LINTEL, REF. S- SERIES DRAWINGS EL. = EL. = EL. = 8'-3" min. 8" CMU FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. FIRE PROTECTION ON ALL STEEL STRUCTURE 8'-3" min. NOTE: REFERENCE S-SERIES DRAWINGS FOR BOND BEAM REQUIREMENTS IN CMU WALLS. -3'-1" Plaza Sandwich +2'-0" First Floor +20'-0" Second Floor SCALE: 1/4" = 1'-0" 4 ELEVATOR EA12 E/W SHAFT SECTION AA410 0 2' 4' 8' 12 5'-0" min. 24'-7" 18'-11/2" 12'-0" 12'-0" FIRE PROTECTION ON ALL STEEL STRUCTURE CMU WATERPROOFING HIGHEST POINT OF SLOPED PIT FLOOR COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME WATERPROOFING EA12M ELEVATOR EA3 ELEVATOR EA2 ELEVATOR EA12 HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. LADDERS BY ELEVATOR MANUFACTURER WALL AND ROOF DETAILS: IN FUTURE A.300 SERIES BID SETS. EL. = EL. = EL. = EL. = EL. = EL. = EL. = NOTE: REFERENCE S-SERIES DRAWINGS FOR BOND BEAM REQUIREMENTS IN CMU WALLS. NOTE: SHAFT LINER WALLS FROM 2ND FLOOR TO UNDER SIDE OF ROOF; 6" CH STUD SYSTEMS. -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 Sixth Floor SCALE: 1/4" = 1'-0" 1 ELEVATOR EA2/3/12 N/S SHFT SECTION AA410 0 2' 4' 8' L.5 L.9 M L.5 L.9 M 25 25.5 26 12 1 AA501 9 AA501 11 AA414 8'-11" 5'-0" min. 18'-11/2" 24'-0" 19'-6" SLOPED PIT FLOOR REF. STRUCTURAL WATERPROOFING ELEVATOR EA2 COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME CMU WATERPROOFING LADDERS BY ELEVATOR MANUFACTURER ELEVATOR EQUIPMENT, COORDINATE CABLE HOLE & BEAM & BEAMLOCATION WITH MANUFACTURER HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS HOISTWAY VENT, REFERENCE MECHANICAL DRAWINGS LINTEL, REF. S- SERIES DRAWINGS 8'-3" min. FIRE PROTECTION ON ALL STEEL STRUCTURE FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. EXPANSION JOINTS: IN A.300 SERIES BID PACKAGE. NOTE: REFERENCE S-SERIES DRAWINGS FOR BOND BEAM REQUIREMENTS IN CMU WALLS. NOTE: SHAFT LINER WALLS FROM 2ND FLOOR TO UNDER SIDE OF ROOF; 6" CH STUD SYSTEMS. SCALE: 1/4" = 1'-0" 2 ELEVATOR EA2 E/W SHAFT SECTION AA410 0 2' 4' 8' 12 1 AA501 9 AA501 11 AA414 5'-0" MIN 8'-11" 10'-2" 8'-8" 19'-1" 18'-11/2" 24'-0" -17'-1" WATERPROOFING WATERPROOFING COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME Elevator EA3 HOISTWAY VENT, REFERENCE MECHANICAL DRAWINGS FIRE SEALANT @ ALL RATED ASSEMBLIES, TYP. LADDERS BY ELEVATOR MANUFACTURER HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS ELEVATOR EQUIPMENT, COORDINATE CABLE HOLE & BEAM & BEAMLOCATION WITH MANUFACTURER EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = 8'-3" min. LINTEL, REF. S- SERIES DRAWINGS 8" CMU 8'-3" min. FIRE PROTECTION ON ALL STEEL STRUCTURE EXPANSION JOINTS: IN A.300 SERIES BID PACKAGE. METAL STAIR AND RAILING SYSTEM NOTE: REFERENCE S-SERIES DRAWINGS FOR BOND BEAM REQUIREMENTS IN CMU WALLS. NOTE: SHAFT LINER WALLS FROM 2ND FLOOR TO UNDER SIDE OF ROOF; 6" CH STUD SYSTEMS. -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" 3 ELEVATOR EA3 E/W SHAFT SECTION AA410 0 2' 4' 8' STRUCTURAL NOTE: Not all strucutral coordination is complete from first floor to the roof. There wiil be rail attachemtn not more than 12' o.c., concrete slb for the roof machine rooms, and hoists beams at all shafts. 4.27.07 jdr, jaw jaw Bid Set A.200,A.210,A.400 12-29-08