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HomeMy WebLinkAboutAA421 Stair 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 AA421 Stair Sections 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 stair sheets.pln 24.1 24 23.6 P N.5 10 AA421 11 AA421 9 AA421 13 AA505 9 TREADS @ 11" = 8'-3" 5'-91/2" 1/4" CLR 6'-21/4" FLOOR OPENING 14'-21/4" 4'-61/2" 1/4" CLR 10 TREADS @ 11" = 9'-2" 4'-101/2" 1/4" CLR 6'-21/4" 5'-71/4" 11 TREADS @ 11" = 10'-1" 4'-61/2" 1/4" CLR 5'-71/4" 1/4" CLR 6'-2" 10 TREADS @ 11 = 9'-2" 11/2" 11/2" 21 RISERS @ 6.86" = 12'-0" 12'-0" (SAME AS SECOND TO THIRD) 11/2" 11/2" 12'-0" (SAME AS SECOND TO THIRD) 24 RISERS @ 6.875" = 13'-9" 13'-9" (SAME AS FIFTH TO SIXTH) 11/2" 11/2" 24 RISERS @ 6.875" = 13'-9" 11/2" 11 RISERS = 6'-23/4" 11 RISERS = 6'-23/4" 10 RISERS = 5'-8" 32 RISERS @ 6.8" = 18'-11/2" 11 RISERS = 6'-31/2" 10 RISERS = 5'-81/2" 12 RISERS = 6'-101/2" 12 RISERS = 6'-101/2" 12 RISERS = 6'-101/2" 12 RISERS = 6'-101/2" 5'-71/4" 11 TREADS @ 11" = 10'-1" 4'-61/2" 1/4" CLR 9 TREADS @ 11" = 8'-3" 5'-91/2" 1/4" CLR 11 TREADS @ 11" = 10'-1" 6'-21/4" 5'-71/4" 11 TREADS @ 11" = 10'-1" 4'-61/2" 1/4" CLR 1/4" CLR 6'-2" 10 TREADS @ 11" = 9'-2" 4'-101/2" 1/4" CLR EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = FINAL DETERMINATION OF FLOOR TO ROOF TO BE COORDINATED WITH STEEL DRAWINGS AND ROOF PAVEMENT HEIGHT SEE AA510 SERIES SHEETS FOR ROOF POP INFORMATION. TYP. -3'-1" +2'-0" First Floor +20'-0" Second Floor +32'-0" Third Floor +44'-0" Fourth Floor +56'-0" Fifth Floor & Roof +69'-9" Sixth Floor +83'-6" Seventh Floor +97'-3" Eighth Floor Roof SCALE: 1/4" = 1'-0" 7 STAIR SECTION SA3 AA421 0 2' 4' 8' 3'-6 2'-10" SCALE: 1/2" = 1'-0" 10 STAIR END RAIL DETAIL AA421 0 1' 2' 4' 11/2" 5'-0" 6" 5'-0" 10'-71/2" 51/4" STAIRWELL WIDTH TO CMU EL. = EL. = EL. = 3/4" CLR. CLR. TYP. 3/4" CLR. -17'-9" Parking Level -3'-1" Plaza Sandwich +2'-0" First Floor SCALE: 1/4" = 1'-0" 2 STAIR SA4 TRANSVERSE SECTION AA421 0 2' 4' 8' 11" 2'-10" 1'-0" SCALE: 1/2" = 1'-0" 11 WALL RAIL DETAIL AA421 0 1' 2' 4' 2'-10" 1'-0" SCALE: 1/2" = 1'-0" 9 WALL RAIL DETAIL AA421 0 1' 2' 4' 13 AA505 4'-0" 6" 4'-0" 8'-71/2" STAIRWELL WIDTH TO CMU EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = EL. = 3/4" CLR. 3/4" CLR. SEE AA510 SERIES SHEETS FOR ROOF POP INFORMATION. TYP. -3'-1" +2'-0" First Floor +20'-0" Second Floor +32'-0" Third Floor +44'-0" Fourth 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" 8 STAIR SA3 TRANSVERSE SECTION AA421 0 2' 4' 8' 26 N.5 8 AA421 7 AA421 8'-71/2" 3/4" CLR 4'-0" 6" 4'-0" 3/4" CLR 11/2" 1/4" CLR 4'-61/2" 10'-1" 5'-71/4" 14'-91/4" 5'-53/4" 20'-3" 1/4" CLR 8'-7" 1/4" CLR S6C FLIGHT WIDTH FLIGHT WIDTH LANDING WIDTH LANDING WIDTH UP MINIMUM REQUIRED STAIR OPENING STAIR NOSING EDGE OF BEAM LANDING WIDTH SCALE: 1/4" = 1'-0" 6 STAIR SA3 FIFTH - SEVENTH FLOOR PLAN AA421 0 2' 4' 8' 26 N.5 8 AA421 7 AA421 11/2" 3/4" CLR 4'-0" 6" 4'-0" 3/4" CLR 8'-71/2" 1/4" CLR 4'-101/2" 9'-2" 6'-2" 1/4" CLR 4'-91/4" 15'-53/4" 1/4" CLR 8'-7" 1/4" CLR 1/4" CLR 5'-91/2" 8'-3" 6'-21/4" M8 UP EDGE OF BEAM STAIR NOSING LANDING WIDTH LANDING WIDTH FLIGHT WIDTH FLIGHT WIDTH MINIMUM REQUIRED STAIR OPENING LANDING WIDTH SCALE: 1/4" = 1'-0" 4 STAIR SA3 FIRST FLOOR PLAN AA421 0 2' 4' 8' 9 AA421 11 AA421 10 AA421 1/4" CLR 5'-01/2" 10 TREADS @ 11" = 9'-2" 6'-2" 1/4" CLR 11 RISERS = 6'-331/32" 11 RISERS = 6'-331/32" 32 RISERS @ 6.906" = 18'-5" 10 RISERS = 5'-91/16" -16'-5" 5'-113/4" 9 TREADS @ 11" = 8'-3" 6'-2" 1/4" CLR 1/4" CLR 5'-01/2" 10 TREADS @ 11" = 9'-2" 6'-2" 1/4" CLR EL. = EL. = EL. = EL. = Stair Slab -17'-9" Parking Level -3'-1" Plaza Sandwich +2'-0" First Floor SCALE: 1/4" = 1'-0" 1 STAIR SECTION SA4 AA421 0 2' 4' 8' Q Q.2 Q.5 26 N.5 8 AA421 7 AA421 11/2" 3/4" CLR 4'-0" 6" 4'-0" 3/4" CLR 8'-71/2" 1/4" CLR 4'-101/2" 9'-2" 6'-21/4" 1/4" CLR 5'-91/2" 8'-3" 6'-21/4" 14'-21/4" 6'-03/4" 20'-3" 1/4" CLR 8'-7" 1/4" CLR S6C FLIGHT WIDTH FLIGHT WIDTH STAIR NOSING EDGE OF BEAM LANDING WIDTH LANDING WIDTH MINIMUM REQUIRED STAIR OPENING UP LANDING WIDTH SCALE: 1/4" = 1'-0" 5 STAIR SA3 SECOND-FOURTH FLOOR PLAN AA421 0 2' 4' 8' Q Q.2 Q.5 24 23.6 2 AA421 1 AA421 10'-71/2" 3/4" CLR 5'-0" 6" 4'-113/4" 3/4" CLR 11/2" 6'-2" 1/4" CLR 1/4" CLR 5'-01/2" 5'-113/4" 9'-2" 8'-3" 6'-2" 1/4" CLR 4'-111/4" 15'-53/4" 20'-5" 1/4" CLR 10'-7" 1/4" CLR M8 FLIGHT WIDTH FLIGHT WIDTH EDGE OF BEAM STAIR NOSING LANDING WIDTH LANDING WIDTH MINIMUM REQUIRED STAIR OPENING UP LANDING WIDTH SCALE: 1/4" = 1'-0" 3 STAIR SA4 PARKING LEVEL PLAN AA421 0 2' 4' 8' 4.27.07 jdr, jaw jaw Bid Set A.200, A.210,A.400 12-29-08