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HomeMy WebLinkAboutAA402 Enlarged PlansProject: 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 AA402 Enlarged Plans Bid Set 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 13 12 11 14 15 16 CONSTRUCTION SET A.100; A.200 06/29/07 BID SET A.400 ISSUE, 08/17/07 A.100.ASI.012, A.200.ASI.001, 09/13/07 A.100.ASI.013, 12/14/07 BID SET A.400 RE-ISSUE, 09/19/08 BID SET A.210 ISSUE, 05/01/08 BID SET A.410 ISSUE, XX/XX/08 BID SET A.300 C.1 ISSUE, 06/27/08 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Thursday, September 25, 2008; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.100:Bid Set A.100.pln 21 1 AA402 - 6" 4" 71/2" 3'-81/8" 1'-0" 10 TREADS @ 1'-0" = 10'-0" 6'-5" 4'-7" 1'-115/8" 11 RISERS @ 6.55" = 6'-0" 10 TREADS @ 1'-0" = 10'-0" EL.: -13'-4", +834'-8" EL.: -13'-0", +835'-0" EL.: -12'-9", +835'-3" EL.: -7'-0", +841'-0" 5'-53/8" 1'-4" 5'-23/16" 1'-2" 5'-841/64" 5'-0" 2 AA311 1 AA311 2 AA311 PLAN TOP OF PAVERS, N.I.C. MASONRY VENEER BELOW N.I.C. UP MASONRY & LIMESTONE VENEER, TREADS & RISERS, N.I.C. 1/2" EXPANSION JOINT TOP OF PAVERS, N.I.C. GUARD RAIL N.I.C. C.I.P. STAIR, REF. STRUCTURAL FOUNDATION WALL BELOW SECTION EDGE OF WALL CAP N.I.C. GUARD RAIL N.I.C. EDGE OF UPPER DECK PAVERS N.I.C. FOUNDATION WALL BELOW MASONRY VENEER BELOW N.I.C. 1/2" EXPANSION JOINT T/ PLAZA PAVERS T/ PLAZA PAVERS SCALE: 1/2" = 1'-0" 1 STAIR SECTION AA402 0 1' 2' 4' 21 R.5 S 1 AA304 3 - AA304 - 2 AA302 - 20 6 AA402 - 13'-11" 1'-0" 13'-0" 1'-101/2" 5'-0" R.O. 8" 14'-8" 5'-6" 8'-5" 8" 5'-2" 8" 14'-0" 2'-0" 4'-0" R.O. 1'-11" 17'-7" 9'-3" 11 TREADS @ 1'-0" = 11'-0" 7'-8" 1'-11/2" 13 TREADS @ 1'-0" = 13'-0" 6'-81/2" 28'-11" 1'-4" 1'-8" 1'-4" 6'-7" 1'-4" 5'-4" 1'-4" 2'-4" 8" 13'-3" 1" 7" 3" 1'-4" 27'-11" 1'-4" 1'-0" EDGE OF STAIR SLAB & FACE OF FOUNDATION WALL BELOW EDGE OF STAIR SLAB & FACE OF FOUNDATION WALL BELOW WALL COPING ABOVE N.I.C. EDGE OF STAIR SLAB & FACE OF FOUNDATION WALL BELOW EDGE OF STAIR SLAB & FACE OF FOUNDATION WALL BELOW UP UP FACE OF CONCRETE WALL MASONRY VENEER N.I.C. PLANTER WALL COPING & BALASTRADES ABOVE N.I.C. FACE OF FOUNDATION WALL BELOW EL. = -13'-3" T/ STAIR SLAB @ FLOOR LEVEL SEE SECTION 1/AA304 FOR HIGHT OF OPENING BELOW SEE SECTION 1/AA304 (SIM.) FOR HEIGHT OF OPENINGS BELOW WALL COPING & BALASTRADES ABOVE N.I.C. MASONRY VENEER N.I.C. STAIR SLAB TO HAVE A DOUBLE DEPTH TREAD UNDER BALUSTRADE THE WIDTH OF THE FOUNDATION WALL IT CAPS (SHOWN AS SHADED AREA, SEE SECTION 2/AA302) STAIR SLAB TO HAVE A DOUBLE DEPTH TREAD UNDER BALUSTRADE THE WIDTH OF THE FOUNDATION WALL IT CAPS (SHOWN AS SHADED AREA, SEE SECTION 2/AA302) WALL COPING & BALASTRADES ABOVE N.I.C. EL. = -5'-7 1/2" T/ CONC. LANDING EL. = 0'-0" T/ STAIR SLAB FACE OF CONCRETE WALL FACE OF CONCRETE FOUNDATION WALL BELOW THE FINAL TREAD, TOP TWO RISERS, AND FINISH LANDING TO BE ADDED SEPARATELY N.I.C. SEE SECTION 2AA304 CONCRETE STAIR SLAB TO EXTEND UP TO THE ELEVATION OF 0'-0" (TOP OF PLAZA SLAB) SEE SECTION 2/AA304 SCALE: 3/8" = 1'-0" 2 STAIR PLAN AA402 0 2' 4' 6' 2 AA302 - WATERSTOP, TYP. PAVER SUBSTRATE SYSTEM, N.I.C. MASONRY VENEER NIC GUARD RAIL AND HAND RAIL SYSTEMS N.I.C. CMU, N.I.C. DASHED LINE REPRESENTS FINSIH TREADS AND RISERS BEYOND N.I.C. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. MAINTAIN MIN. 6" SLAB THICKNESS @ DOUBLE STEPPED STAIR SLAB PAVER SYSTEM, N.I.C. TOP OF PAVER LIMESTONE VENEER, TREADS & RISERS, N.I.C. C.I.P. STAIR, REF. STRUCTURAL WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 6/AA502 DASHED LINE REPRESENTS DOUBLE DEPTH STEP IN STAIR SLAB CAPPING WALL IN FORGROUND SEE SECTION 2/AA302 STAIR SLAB TO HAVE A DOUBLE DEPTH TREAD UNDER BALUSTRADE THE WIDTH OF THE FOUNDATION WALL IT CAPS (SHOWN AS HEAVY DASHED LINE, SEE STAIR PLAN 2/AA402) 2" DIA. WEEP HOLES @ 4'-0" O.C. EL. = -14'-9 7/8" T/ WALL EL. = -13'-5 1/2" T/ SLAB EL. = -12'-2" T/ WALL STEEL ANGLE STONE CAP @ PLANTER SCALE: 1/4" = 1'-0" 6 PLANTER STAIR SECTION AA402 0 2' 4' 8' 5 AA402 - 7 RISERS @ 6.2856" = 3'-8 1/2" 3'-0" 1'-0" 11" 6 TREADS @ 11" = 5'-6" 1'-0" 4'-61/64" 1'-3" 7 TREADS @ 11" = 6'-5" 6'-6" 1" TYPICAL STAIR SECTION HANDRAIL 1 1/2" STEEL TUBING, WELDED EL. = -13'-0" T/FLOOR SLAB KEYWAY AS REQUIRED BY STRUCTURAL DRAWINGS TOP OF SLAB EL. = -16'-8 1/2" T/FLOOR SLAB C.I.P. STAIR, REF. STRUCTURAL MTL. NOSING & TREAD TYP. UP STAIR PLAN EL. = -13'-0" T/FLOOR SLAB EL. = -16'-8 1/2" T/FLOOR SLAB 42" HIGH GUARD RAIL 1/2" EXPANSION JOINT TOP OF SLAB SCALE: 1/2" = 1'-0" 5 STAIR PA15 AA402 0 1' 2' 4' 4 AA402 - 2'-6" 4 TREADS @ 1'=4'-0" 5 RISERS @ 6 13/16=2'-7" 1'-0" 1'-0" EQ EQ 1'-0" 4'-0" 1'-0" 3'-0" DOCK EDGE C.I.P. STAIR SEE STRUCTURAL DRAWING CONTINUOUS STEEL DECK EDGE TOP OF SLAB 1 1/2" STEEL TUBING, WELDED R=3" SECTION C.I.P. STAIR SEE STRUCTURAL DRAWING SEE 5/AA402 FOR NOSING DETAIL SEE 5/AA402 FOR NOSING DETAIL UP PLAN SCALE: 1/2" = 1'-0" 4 STAIR PA10 AA402 0 1' 2' 4' 1:10 1:10 1:12 SCALE: 1/2" = 1'-0" 3 CURB RAMP AA402 0 1' 2' 4' 04.21.06 A.100, A.400 JAW, JPM JAW 09.19.08