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HomeMy WebLinkAboutAA423 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 AA423 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 25 25 25 16 16.1 16.9 Q Q.2 Ninth Floor Roof 16.1 16.9 Q Q.2 4 AA423 3 AA423 11/2" 1/4" CLR 8'-7" 1/4" CLR 3/4" CLR 4'-0" 6" 4'-0" 3/4" CLR 4'-81/4" 9'-2" 6'-2" 1/4" CLR 1/4" CLR 4'-61/2" 15'-53/4" 8'-71/2" 1/4" CLR 5'-7" 8'-3" 6'-21/4" 20'-01/2" M8 UP FLIGHT WIDTH FLIGHT WIDTH STAIR NOSING EDGE OF BEAM LANDING WIDTH LANDING WIDTH MINIMUM REQUIRED STAIR OPENING LANDING WIDTH SCALE: 1/4" = 1'-0" 2 STAIR SA6 FIRST FLOOR PLAN AA423 0 2' 4' 8' 16.1 16.9 Q Q.2 4 AA423 3 AA423 1/4" CLR 8'-7" 1/4" CLR 11/2" 8'-71/2" 3/4" CLR 4'-0" 6" 4'-0" 3/4" CLR 1/4" CLR 4'-8" 9'-2" 6'-21/4" 1/4" CLR 5'-7" 8'-3" 6'-21/4" 13'-113/4" 6'-03/4" 20'-01/2" S6C FLIGHT WIDTH FLIGHT WIDTH UP STAIR NOSING EDGE OF BEAM LANDING WIDTH LANDING WIDTH MINIMUM REQUIRED STAIR OPENING LANDING WIDTH SCALE: 1/4" = 1'-0" 1 STAIR SA6 SECOND & THIRD FLOOR PLAN AA423 0 2' 4' 8' FLOOR LANDING WORK LINE CL BEAM 9 AA421 11 AA421 10 AA421 15 AA505 FLOOR OPENING = 13'-113/4" 20'-0 1/2" TO CMU 10 TREADS @ 11" = 9'-2" 6'-2" 1/4" CLR 11 RISERS = 6'-23/4" 11'-103/4" 32 RISERS @ 6.8" = 18'-11/2" 11/2" 4'-81/4" 11/2" 12'-0" 1/4" CLR 5'-7" 9 TREADS @ 11" = 8'-3" 21 RISERS @ 6.86" = 12'-0" 12'-0" (SAME AS SECOND TO THIRD) 1/4" CLR 5'-7" 9 TREADS @ 11" = 8'-3" 6'-21/4" 1/4" CLR 5'-7" 9 TREADS @ 11" = 8'-3" 6'-21/4" 6'-21/4" 11/2" 12'-0" (SAME AS SECOND TO THIRD) 1/4" CLR 4'-763/64" 10 TREADS @ 11" = 9'-2" 1/4" CLR 4'-763/64" 10 TREADS @ 11" = 9'-2" 6'-21/4" 6'-21/4" EL. = EL. = EL. = EL. = EL. = EL. = EL. = SPRAY APPLIED FIREPROOFING MATERIAL ON ALL STEEL STRUCTURE, TYPICAL TYP. -3'-1" Plaza Sandwich +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 SCALE: 1/4" = 1'-0" 3 STAIR SECTION SA6 AA423 0 2' 4' 8' STRINGER STEEL PLATE 1 1/2" SQUARE FLAT STEEL BO!OM CAP 3 3/4" MAXIMUM TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS ELEVATION 1 1/2" O.D. x 13 GA STEEL TUBE !ILS 3'-6" 2'-10" BAR PICKETS 5/8" DIA. STEEL 3 3/4" INTO STAIRWAY 3 1/2" PROJECTION SECTION A 1 1/2" CLEAR 2 1/2" SPACER BAR 1" STEEL STEEL BAR B!CKET 1 1/2 x 1/4 BENT 1 1/2" CLEAR MINIMUM A SCALE: 1/2" = 1'-0" 5 BASE BID RAIL DETAIL (PICKET DESIGN) AA423 0 1' 2' 4' 2 1/2" STRINGER STEEL PLATE 5/8" DIA. STEEL STEEL TUBE !ILS 1 1/2" O.D. x 13 GA BAR PICKETS BETWEEN ENDS OF FLIGHTS SHIPPED LOOSE FOR FIELD WELDING HEADER CHANNEL (FIELD TRIMMING MAY BE REQUIRED) TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS CROSSOVER !ILS (2 PIECES) SHIPPED LOOSE FOR FIELD WELDING 11 GA STEEL SHEET FLIGHT CLOSURE 1 1/2" DIA. FLAT STEEL END CAPS 2" C11-16 3'-6" 2'-10" MAXIMUM 3 15/16" 3 3/4" MAXIMUM SEE NOTE BELOW LANDING WORK LINE (NOSE OF TREAD) 3 1/2" PROJECTION 1 1/2" SCALE: 1/2" = 1'-0" 6 BASE BID RAIL DETAIL (PICKET DESIGN) AA423 0 1' 2' 4' 2" 2 1/2" 2'-10" 3'-6" STRINGER STEEL PLATE 1'-0 1/2" 11" STEEL TUBE !ILS 1 1/2" O.D. x 13 GA MAXIMUM 3 15/16" SIMILAR C 11-5 11 GA STEEL SHEET FLIGHT CLOSURE BETWEEN ENDS OF FLIGHTS SHIPPED LOOSE FOR FIELD WELDING HEADER CHANNEL 1 1/2" SEE NOTE BELOW (FIELD TRIMMING MAY BE REQUIRED) CROSSOVER !ILS (2 PIECES) SHIPPED LOOSE FOR FIELD WELDING TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS 1 1/2" DIA. FLAT STEEL END CAPS LANDING WORK LINE (NOSE OF TREAD) 3 1/2" PROJECTION APPROXIMATELY 3'-0" SCALE: 1/2" = 1'-0" 7 ALTERNATE RAIL DETAIL (LINE RAIL DESIGN) AA423 0 1' 2' 4' ELEVATION 3'-6" 2'-10" 1 1/2" O.D. x 13 GA STEEL TUBE !ILS A SECTION A STEEL PLATE 1 1/2" SQUARE FLAT STEEL BO!OM CAP STRINGER INTO STAIRWAY 3 1/2" PROJECTION 1 1/2" CLEAR SPACER BAR 1" x 1/4" STEEL TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS 2 1/2" STEEL BAR B"CKET 1 1/2 x 1/4 BENT 3 15/16" MAXIMUM 1 1/2" CLEAR MINIMUM 3'-6" SCALE: 1/2" = 1'-0" 8 ALTERNATE RAIL DETAIL (LINE RAIL DESIGN) AA423 0 1' 2' 4' 13 AA505 4'-0" 6" 4'-0" 8'-71/2" 11/2" STAIRWELL WIDTH TO CMU EL. = EL. = EL. = EL. = EL. = EL. = 3/4" CLR. 3/4" CLR. CLR. TYP. TYP. -3'-1" Plaza Sandwich +2'-0" First Floor +20'-0" Second Floor +32'-0" Third Floor +44'-0" Fourth Floor +56'-0" Fifth Floor & Roof SCALE: 1/4" = 1'-0" 4 STAIR SA6 TRANSVERSE SECTION AA423 0 2' 4' 8' 11/2" SEE PLAN 51/2" 11/2" FLOOR LANDING WORK LINE CL BEAM COMPOSITE SLAB INCLUDING THICKNESS OF TOPPING OUTSIDE OF STAIR SHAFT BEAM T/STEEL +(SEE PLAN) 11/2" SEE PLAN 51/2" 11/2" 51/4" FLOOR LANDING WORK LINE CL BEAM COMPOSITE SLAB INCLUDING THICKNESS OF TOPPING OUTSIDE OF STAIR SHAFT BEAM T/STEEL +(SEE PLAN) SCALE: 1" = 1'-0" 9 Landing Detail AA423 0 6'' 1' 2' SCALE: 1" = 1'-0" 10 Landing Detail AA423 0 6'' 1' 2' 4.27.07 jdr, jaw jaw Bid Set A.200,A.210,A.400 12-29-08