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HomeMy WebLinkAboutUntitled (34)Project: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: VILLAGE ON THE GREEN, PARCEL 7C-2 Carmel, IN, 46032 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date OFFICE BUILDING & BLACK BOX THEATER PEDCOR DESIGN GROUP A402 ENLARGED STAIR PLANS AND SECTIONS 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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. c COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, IN. BID SET No.1 SHELL & CORE DJS LGA 10/1/09 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION Owner: North Parcel 7-C Keyplan 7C-1 7C-2 7C-3 9/15/09 1. ADDENDUM NO. 1 10-02-09 1 1 5'-2 1/4" 8'-0" 3'-5 3/8" 11 TREADS @ 1'-0"=11'-0" 7'-4 3/8" 16'-0" 8" 9'-10" 6 9/32"=3'-8" 12 RISERS @ 6 53/64"=6'-10" 12 RISERS @ 6 43/64"=6'-8" EL.=+16'-8" EL.=+26'-6" EL.=+30'-2" EL.=+37' EL.=+43'-8" 7'-6" 1'-6" 8'-0" 3'-0" 8'-0" EL.=±0" 10'-9" 3'-3 7/8" 1'-0 1/8" 1'-4 5/8" 9'-6" EL.=+16' LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 GARAGE LEVEL 2 GARAGE LEVEL 3 GARAGE LEVEL 4 OPEN OPEN OPEN OPEN 7 RISERS @ 3'-5 3/8" 6 TREADS @ 1'-0"=6'-0" 12'-5" 16 15.1 15 6 A402 3 5/8" 11 3/8" 6'-6" 11 3/8" 10" 6" 1'-0 5/8" 21'-5 3/8" 10" 10 1/4" 1'-1 1/2" 1'-2" 6'-0 3/4" 1'-2" 1'-2" 1'-4" 10 1/4" 1 A402 3" EXP JT. COVER CORR. 109 G.4 G.8 15.1 16 6 A402 3 5/8" 11 3/8" 6'-6" 11 3/8" 1'-2" 1'-6 5/8" 6'-4 1/2" 8'-0" 5'-2 1/4" 2'-0" 6" 1'-2" 3 5/8" 11 3/8" 6'-6" 11 3/8" 1'-0 3/4" 5 1/4" 1'-0" 1'-0" 1 A402 3" EXP JT. COVER CORR. RM 206 UP RAMP G.4 G.8 15.1 16 2'-9 7/8" 6 A402 3 5/8" 7 5/8" 6'-6" 11 3/8" 1'-0 1/2" 5 1/2" 8'-0 7/8" 11 3/8" 6'-6" 11 1/4" 1'-1 5/8" 3'-8" 3 3/4" 1'-0 1/2" 1'-4 1/4" 3'-9 7/8" 2'-8 3/4" 1 A402 CORR. 306 DN UP G.4 G.8 15.1 16 6" 1'-0 5/8" 6'-8 3/4" 9'-5" 3'-5 3/8" 1'-1 5/8" 10" 6 TREADS @ 1'-0"= 6'-0" 3" EXP JT. COVER 6 A402 3 5/8" 10 1/4" 6'-0 3/4" 1'-2" 1'-0 1/2" 5 1/2" 11 3/8" 6'-6" 11 3/8" 1'-1 5/8" 3 3/4" 1'-0 1/2" 3'-9 7/8" 1 A402 CORR. 406 DN G.4 G.8 15.1 16 6" 1'-0 5/8" 4'-0" 12'-1 3/4" 3'-5 1/4" 1'-1 5/8" 10" 11 TREADS @ 1'-0"= 11'-0" 1 1/2" 2 1/2" 3 1/4" 1'-0" 6" 1'-11" 7 1/2" 3'-0" 6" 3'-6" 3 15/16" 1 1/2" 1 1/2" 3'-6 1/2" 2'-10 1/2" 3 1/2" PROJECTION 2" 2'-10 1/2" 3'-6 1/2" 3 1/2" 1 1/2" 1 1/2" 2 1/2" 2 1/2" STEEL PLATE OR CHANNEL STRINGER AS REQUIRED 1 1/2" CONCRETE FILL PARTIAL PLAN 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL AT WALL BEYOND 1 1/2" O.D. x 13 GA STEEL TUBE RAILS 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS TYPICAL TRANSITION AT LANDINGS 1 1/2" O.D. x 13 GA STEEL TUBE POSTS TS 1 1/2 x 1 1/2 x 11 GA PLATE STRINGERS 3 1/2" 5 1/4" MINIMUM SECTION C 8 15/16" MAXIMUM 1" 1" 3 1/2" SPACER BARS STEEL AT CROSSOVER RAILS 4 1/2" 1 1/2" CLEAR 1 1/2" CLEAR 4 1/2" STEEL TUBE RAILS TYPICAL PLAN 1" CHANNEL STRINGERS SECTION C 5 1/4" MINIMUM 8 15/16" MAXIMUM 3 1/2" 1" 3 1/2" 4 1/2" CLEAR 4 1/2" CLEAR 1 1/2" STRINGER STEEL PLATE 2 1/2" 1 1/2" O.D. x 13 GA 3 15/16" MAXIMUM STEEL TUBE RAILS C HEADER CHANNEL 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) ELEVATION STRINGER CHANNEL ELEVATION B 1 1/2" O.D. x 13 GA STEEL TUBE RAILS A SECTION B SECTION A 1 1/2" SQUARE FLAT STEEL BOTTOM CAP STEEL PLATE 1 1/2" SQUARE FLAT STEEL BOTTOM CAP STRINGER SPACER BAR STEEL INTO STAIRWAY SPACER BAR 1" x 1/4" STEEL TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS STEEL BAR BRACKET 1 1/2 x 1/4 BENT 3 15/16" MAXIMUM MINIMUM TYPICAL END RAIL DETAIL TYPICAL INTERMEDIATE POST DETAIL 2" 6" G.4 G.8 15.1 SCALE: 3/8" = 1'-0" 1 GARAGE STAIR SECTION SCALE: 1/4" = 1'-0" A402 2 ENLARGED STAIR PLAN/ LEVEL 1 SCALE: 1/4" = 1'-0" A402 3 ENLARGED STAIR PLAN/ LEVEL 2 A402 SCALE: 1/4" = 1'-0" 4 ENLARGED STAIR PLAN/ LEVEL 3 SCALE: 1/4" = 1'-0" A402 5 ENLARGED STAIR PLAN/ LEVEL 4 A402 SCALE: 1" = 1'-0" 6 GARAGE ENTRY DETAIL A402