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AA413 Elevator Plans & Sections
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 AA413 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 12 1 AA501 9 AA501 11 AA414 EL.: -16'-7" 8'-65/8" 8'-71/4" 5'-0" MIN 18'-7" COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME ELEVATOR SHAFT WATERPROOFING EA9 ELEVATOR EQUIPMENT, COORDINATE CABLE HOLE & BEAM & BEAMLOCATION WITH MANUFACTURER HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS WATERPROOFING EL. = EL. = EL. = EL. = EL. = EL. = EL. = 8'-3" min. LINTEL, REF. S- SERIES DRAWINGS 8'-3" min. 8" CMU STEEL FIRE PROOFING, SEE FIRE PROOFING DRAWINGS FOR REQUIREMENTS. 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" 5 ELEVATOR EA9 N/S SHAFT SECTION AA413 0 2' 4' 8' Q.5 R 7 AA413 - 5 AA413 6 - AA413 - 8'-0" 10'-4" 10" 4'-4" 3'-1" 8'-3" 2'-5" 3'-10" 2'-1" 8'-4" 9" VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR EA8 ELEVATOR EA9 SCALE: 1/4" = 1'-0" 4 ELEV. EA8/9 PARKING LEVEL PLAN AA413 0 2' 4' 8' Q.5 R 7 AA413 5 AA413 6 - AA413 - 17'-4" 10'-4" 8'-0" 1'-91/2" 4'-9" 1'-101/2" 8" 9'-1" 8'-3" 41/2" 5'-3" 2'-71/2" VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR EA8 ELEVATOR EA9 STEEL BEAMS, REF. S- SERIES DRAWINGS SCALE: 1/4" = 1'-0" 3 ELEV. EA8/9 FIRST FLR. PLAN AA413 0 2' 4' 8' Q.5 5 R AA413 6 - AA413 - 7 AA413 - 41/2" 5'-3" 2'-71/2" 10'-4" 8'-3" 4'-9" 1'-91/2" 8" ELEVATOR EA8 ELEVATOR EA9 STEEL BEAMS, REF. S- SERIES DRAWINGS VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION SCALE: 1/4" = 1'-0" 2 ELEV. EA8/9 2ND FLR. PLAN AA413 0 2' 4' 8' Q.5 R 7 AA413 - 20 5 AA413 6 - AA413 - 12 8'-25/8" 11'-75/8" 20'-21/2" 31/2" 3'-0" 31/2" 6'-0" 17'-03/8" 31/2" 2'-0" 11'-101/8" 8'-01/8" 1'-4" 17'-4" 1'-4" 55/8" 31/8" 1'-07/8" 19'-101/8" 1'-4" 3'-101/2" HOISTWAY VENTELATION DUCT, 2 HOUR RATED DUCT ASSEMBLY FLOOR HT CHANGE ELEVATOR EA9 ELEVATOR EA8 UP SCALE: 1/4" = 1'-0" 1 ELEV. EA8/9 5TH/ROOF PLAN AA413 0 2' 4' 8' 12 10 AA414 -16'-7" -12'-10" WATERPROOFING HIGHEST POINT OF SLOPED PIT FLOOR 1ELEVATOR SHAFTS EA9 EA8 LADDERS BY ELEVATOR MANUFACTURER CMU ELEVATOR EQUIPMENT, COORDINATE CABLE HOLE & BEAM & BEAMLOCATION WITH MANUFACTURER EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS METAL STAIR RAILING SYSTEM BEYOND. 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. EL. = TYP. -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" 7 ELEVATOR EA8/9 E/W SHAFT SECTION AA413 0 2' 4' 8' 13 1 AA501 9 AA501 11 AA414 8'-73/8" 5'-0" MIN 18'-7" 8'-73/8" SLOPED PIT FLOOR REF. STRUCTURAL WATERPROOFING ELEVATOR COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME WATERPROOFING EA8 LINTEL, REF. S- SERIES DRAWINGS, TYPICAL LADDERS BY ELEVATOR MANUFACTURER AAC PANELS ELEVATOR EQUIPMENT, COORDINATE CABLE HOLE & BEAM & BEAMLOCATION WITH MANUFACTURER HOISTWAY BEAM, REFERENCE S- SERIES DRAWINGS 8'-3" MIN 8'-3" MIN 8" CMU LINTEL, REF. S- SERIES DRAWINGS 8" CMU 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. INTUMESCENT PAINT, TYP. 19.9 20 20 R.1 R Q.5 SCALE: 1/4" = 1'-0" 6 ELEVATOR EA8 N/S SHAFT SECTION AA413 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