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HomeMy WebLinkAboutAA414 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 AA414 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 1'-0" 1'-0" 1'-0" 4'-2" 1'-4" PIT FLOOR 1'-3" 2'-6" 2'-6" 3'-6" 2" T/ BOTTOM LANDING 3" 4'-0" 9" 6" 3" X 7" X 3/8" LONG CLIP ANGLE SUPPORTS WELDED TO RAILS ANCHOR ACCESS LADDER TO STRUCTURAL WALL 3/8" X 2 X 1/2" STEEL SIDE RAILS 3/4" DIA. STEEL RUNGS WELDED TO SIDE RAILS COORDINATE w/ ELEVATOR MFR. LINE OF WALL PARTIAL PLAN LADDERS BY ELEVATOR SUPPLIER, ONE PER EACH ELEVATOR. SCALE: 1 1/2"= 1'-0" 12 ELEVATOR PIT LADDER AA414 0 6'' 12'' 18'' TOP OF SLAB SILL ANGLE, VERIFY SIZE & LOCATION w/ ELEVATOR MFR. CONC. FLOOR SLAB, REF. STRUCTURAL SEE PLAN ELEVATOR CMU CMU BOND BEAM, REF. STRUCTURAL DRAWINGS SCALE: 1 1/2"= 1'-0" 11 ELEVATOR THRESHOLD -CMU TYP. AA414 0 6'' 12'' 18'' SEE PLAN FUTURE SLAB, N.I.C. ELEVATOR CMU BOND BEAM, REF. STRUCTURAL DRAWINGS THICKENED TURNED- DOWN SLAB @ DOOR OPENINGS IN ELEVATOR EPS FOAM INSULATION SILL ANGLE BY ELEVATOR INSTALLER SILL ANGLE, REFERENCE S- SERIES DRAWINGS CMU WALL, REFERENCE S- SERIES DRAWINGS SCALE: 1 1/2"= 1'-0" 10 THRESHOLD AT FUTURE SLABS AA414 0 6'' 12'' 18'' TOP OF SLAB CONC. FLOOR SLAB, REF. STRUCTURAL SILL ANGLE, VERIFY SIZE & LOCATION w/ ELEVATOR MFR. SEE PLAN ELEVATOR AAC BOND BEAM, REF. STRUCTURAL DRAWINGS AAC SCALE: 1 1/2"= 1'-0" 9 ELEVATOR THRESHOLD -AAC TYP. AA414 0 6'' 12'' 18'' 18.1 18 16 16.1 1 AA501 10 AA414 12'-8" 8'-103/8" SLOPED PIT FLOOR REF. STRUCTURAL WATERPROOFING ELEVATOR EA10 8'-3" MIN COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME CMU LADDERS BY ELEVATOR MANUFACTURER LINTEL, REF. S- SERIES DRAWINGS HOIST BEAM, REF. S-SERIES DRAWINGS WATERPROOFING EL. = EL. = EL. = EL. = 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" 8 ELEVATOR EA10 N/S SHAFT SECTION AA414 0 2' 4' 8' Q 18 18.1 7 AA414 - 8 AA414 - 7'-6" 11'-43/4" VERIFY W/ 1'-101/2" 5'-3" 41/2" ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR EA10 SCALE: 1/4" = 1'-0" 5 ELEV. EA10 FIRST FLR. PLAN AA414 0 2' 4' 8' R 16.1 R.1 6 AA414 - 3 AA414 - 1'-115/8" 8'-6" 2'-0" 4'-6" 2'-0" 7'-103/4" VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR EA11 SCALE: 1/4" = 1'-0" 4 ELEV. EA11 FIRST FLR. PLAN AA414 0 2' 4' 8' FIRST FLOOR +2'-0" THIRD FLOOR +20'-0" 15'-6" 12'-8" 4'-0" MIN WATERPROOFING HIGHEST POINT OF SLOPED PIT FLOOR 1ELEVATOR SHAFT EA11 LADDERS BY ELEVATOR MANUFACTURER HOIST BEAM, REF. S-SERIES DRAWINGS COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME EL. = WATERPROOFING EL. = EL. = EL. = 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" 3 ELEVATOR EA11 N/S SHAFT SECTION AA414 0 2' 4' 8' Q 18 18.1 7 AA414 - 8 AA414 - 11'-43/4" 1'-101/2" 5'-3" 41/2" 7'-6" ELEVATOR EA10 VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION SCALE: 1/4" = 1'-0" 2 ELEV.EA10 PARKING LEVEL PLAN AA414 0 2' 4' 8' R R.1 16.1 6 AA414 - 3 AA414 - 2'-0" 4'-6" 2'-0" 7'-103/4" 1'-4" 1'-115/8" 8'-6" VERIFY W/ ELEVATOR MANF. M.O. WIDTH, HEIGHT, & LOCATION ELEVATOR EA11 SCALE: 1/4" = 1'-0" 1 ELEV.EA11 PARKING LEVEL PLAN AA414 0 2' 4' 8' 19'-6" 18'-0" 1ELEVATOR SHAFT WATERPROOFING WATERPROOFING HIGHEST POINT OF SLOPED PIT FLOOR EA10 LADDERS BY ELEVATOR MANUFACTURER HOIST BEAM, REF. S-SERIES DRAWINGS COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME EL. = EL. = EL. = EL. = 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" 7 ELEVATOR EA10 E/W SHAFT SECTION AA414 0 2' 4' 8' Q Q.2 1 AA501 10 AA414 9 AA501 5 AA501 12'-8" 8'-8" EL.: -13'-0" 15'-0" SLOPED PIT FLOOR REF. STRUCTURAL EA11 CMU WATERPROOFING WATERPROOFING ELEVATOR LADDERS BY ELEVATOR MANUFACTURER LINTEL, REF. S- SERIES DRAWINGS HOIST BEAM, REF. S-SERIES DRAWINGS EL. = EL. = EL. = COORDINATE SUMP PIT LOCATION W/ ELEVATOR MANUFACTURER, PROVIDE STEEL GRATE COVER & FRAME 8'-3" MIN NOTE: REFERENCE S-SERIES DRAWINGS FOR BOND BEAM REQUIREMENTS IN CMU WALLS. SIM. -3'-1" Plaza Sandwich +2'-0" First Floor +20'-0" Second Floor SCALE: 1/4" = 1'-0" 6 ELEVATOR EA11 E/W SHAFT SECTION AA414 0 2' 4' 8' R 4.27.07 jaw Bid Set A.200,A.210,A.400 jdr, jaw, ls 12-29-08