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HomeMy WebLinkAboutAA304 Building 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 AA304 Building Sections 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 5 AA307 1 - AA305 3 - AA306 1 - AA307 2 - AA306 1 - AA306 - 3 AA301 - 7 AA503 1'-6" 1'-10" CONC. BEAM, REF. STRUCTURAL FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. LIMESTONE VENEER & ALUM. STOREFRONT, N.I.C. CMU. WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/AA502 CONC. FOOTING SYSTEM, REF. STRUCTURAL WATERSTOP, TYP. CMU. LIMESTONE VENEER & ALUM. STOREFRONT, N.I.C. CMU. CONC. SLAB, REF. STRUCTURAL SEE 5/AA501, TYP. CONC. WALL REF. STRUCTURAL BID SETS A.100 A.300 A.400 CMU. BID SETS A.300 A.400 PAVER SYSTEM, N.I.C. PAVER SUBSTRATE SYSTEM, N.I.C. WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/ AA502 FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERSTOP, TYP. FIRE PROTECTION ON ALL STEEL STRUCTURE SCALE: 1/64" = 1'-0" SECTION KEY 20 21 2 AA302 - 21/2" 8'-3" 12 TREADS @ 1'-0" = 12'-0" 7'-8" CMU. EL. = 1'-9 1/2" T/ UPPER STAIR SLAB N.I.C. CMU. THE FINAL TREAD, TOP TWO RISERS AND FINISH LANDING TO BE ADDED SEPARATELY N.I.C. STAIR SLAB TO EXTEND UP TO THE ELEVATION OF 0'-0" GUARD RAIL & HAND RAIL SYSTEMS N.I.C. J J.05 J.1 J.2 J.3 J.4 J.5 K K.5 L L.1 L.5 L.9 M M.5 M.9 N N.1 N.5 P P.1 P.5 Q Q.2 Q.5 R R.1 R.2 R.3 20 21 GUARD RAIL & HAND RAIL SYSTEMS N.I.C. 3 AA303 1 - AA301 - 3 AA302 2 - AA302 - 2 AA303 - 1 AA303 1 - AA302 - 2 AA304 - 6 AA502 6 AA502 6 AA502 18 18.1 19 19.9 20 21 21.4 21.5 21.9 22 23 23.1 23.6 24 24.1 24.7 25 25.3 25.4 25.5 26 26.2 26.4 26.5 27 27.6 1" 14 TREADS @ 1' = 14'-0" 4" 19 R @ 6.775" = 10'-83/4" 6'-101/2" 15 RISERS @ 6 3/4"= 8'-5 1/4" 2 1/2" 1'-43/32" 5'-0" RO 6'-10" 8'-2" RO 19 T @ 11.447" = 18'-11/2" R 3'-0" CONC. WALL, REF. STRUCTURAL C.I.P. STAIR, REF. STRUCTURAL MASONRY & LIMESTONE VENEER, TREADS & RISERS, N.I.C. RAILINGS, N.I.C. FIRE PROTECTION ON ALL STEEL STRUCTURE WATERSTOP, TYP. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. PAVER SYSTEM, N.I.C. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. CONC. SLAB, REF. STRUCTURAL CONC. BEAM, REF. STRUCTURAL PAVER SUBSTRATE SYSTEM, N.I.C. WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) WATERSTOP, TYP. BID N.I.C. SET A-1 CMU, N.I.C. TOP OF PAVER CMU, N.I.C. 1/2" EXPANSION JOINT WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) PAVERS, LATER BID PACKAGE WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERSTOP, TYP. 4" CMU, IN THIS CONTRACT BRICK VENEER, N.I.C. C.I.P. STAIRS, REF. STRUCTURAL CIP STEPPED STAIR SLAB CAPS CIP WALL BEHIND VENEER STEPS TO RECEIVE BALUSTRADE. THE STEPPING UNDER THE BALUSTRADE IS SKIP EVERY OTHER RISER AND MIGHT REQUIRED TO BE OFFSET. SCALE: 1/64" = 1'-0" SECTION KEY 2 AA302 - 6 AA502 19.9 20 21 21.4 21.5 21.9 22 23 23.1 23.6 24 24.1 24.7 25 25.3 25.4 25.5 12 TREADS @ 1' =12'-0" 6'-5" 13 RISERS @ 6 3/4" = 7'-3 3/4" 2 1/2" PAVER SYSTEM, N.I.C. C.I.P. STAIR, REF. STRUCTURAL MASONRY & LIMESTONE VENEER, TREADS & RISERS, N.I.C. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERSTOP, TYP. TOP OF PAVER WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) 10" STRUCTURAL SLAB, REF. STRUCTURAL DRAWINGS BRICK VENEER, N.I.C. PAVER SUBSTRATE SYSTEM. SEE STRUCTURAL FOR TOP OF STAIR STRUCTURE CONFIGURATION BELOW TOP LANDING. STAIR ITEMS ABOVE 10" SLAB (0'-0") ARE NOT N.I.C. CMU & BRICK VENEER, N.I.C. DIMENSIONS OF THIS OPENING ARE LIKE AS SHOWN FOR ARCHED OPENING IN SECTION 1/AA304 SCALE: 1/64" = 1'-0" SECTION KEY 2 AA302 - 5'-6" 29'-3" 21/2" 2'-2 9'-7" 12 TREADS @ 1'-O" = 12'-0" 7'-8" EL. = 1'-9 1/2" T/ UPPER STAIR SLAB N.I.C. GUARD RAIL AND HAND RAIL SYSTEMS N.I.C. CMU. DASHED LINE REPRESENTS FINSIH TREADS AND RISERS BEYOND N.I.C. MAINTAIN MIN. 6" SLAB THICKNESS @ DOUBLE STEPPED STAIR SLAB SEE STRUCTURAL DRAWINGS 1 AA302 - 1" FIRE PROTECTION ON ALL STEEL STRUCTURE BID SETS A.300 A.400 CMU. BID SETS A.100 A.300 A.400 21 EL. = 2'-0" (850.00') EL. = 0'-0" (848.00') EL. = -0'-10" (847.17') EL. = -13'-0" (835.00') EL. = -17'-9" (830.25') EL. = -17'-6" (830.50') EL. = SEE STRUCTURAL T/PLAZA SLAB T/ FIN. FIRST FLOOR B/ PLAZA SLAB T/FOOTING T/HIGH PT. OF SLAB T/FOUNDATION WALL T/LOWER RETAIL F.F. EL. = 2'-0" (850.00') EL. = 0'-0" (848.00') EL. = -0'-10" (847.17') EL. = -13'-0" (835.00') EL. = -17'-9" (830.25') EL. = -17'-6" (830.50') EL. = SEE STRUCTURAL T/PLAZA SLAB T/ FIN. FIRST FLOOR B/ PLAZA SLAB T/FOOTING T/HIGH PT. OF SLAB T/FOUNDATION WALL T/LOWER RETAIL F.F. SCALE: 1/4" = 1'-0" 1 N/S BUILDING SECTION S.2 AA304 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 E/W BUILDING SECTION 27-28b AA304 0 2' 4' 8' W/STAINLESS STEEL WIRE MESH SCREENS AT BOTH ENDS OF PIPE. 04.21.06 A.100,A.210, A.400 RJP, JDR, JAW JAW 09.19.08 J L L.1 L.9 M R R.1 CMU. FIRE PROTECTION ON ALL STEEL STRUCTURE 3 AA301 - 1'-6" LIMESTONE VENEER & ALUM. STOREFRONT, N.I.C. CMU. LIMESTONE VENEER & ALUM. STOREFRONT, N.I.C. BID SETS A.100 A.300 A.400 BID SETS A.300 A.400 PAVER SYSTEM, N.I.C. PAVER SUBSTRATE SYSTEM, N.I.C. 1 AA306 - 1'-10" CMU. 1 AA302 - 2 AA302 - WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/ AA502 FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERSTOP, TYP. 1'-4" 13'-7" 1'-4" 13'-0" 1'-4" 7'-10" 13 RISERS @ 6.85" = 7'-5" WATERSTOP, TYP. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. TOP OF PAVER EL. = -5'-7 1/2" T/ CONC. LANDING C.I.P. STAIR, REF. STRUCTURAL WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/AA502 EL. = -13'-5 1/2" T/ SLAB MASONRY & LIMESTONE VENEER TREADS & RISERS N.I.C. 10" STRUCTURAL SLAB, REF. STRUCTURAL DRAWINGS BRICK VENEER, N.I.C. PAVER SYSTEM, N.I.C. 4'-0" WIDE ARCHED OPENING SEE SECTION 1/AA304 FOR HEIGHTS EL. = 0'-0" T/ PLAZA SLAB PAVER SUBSTRATE SYSTEM, N.I.C. 2" DIA. WEEP HOLES @ 4'-0" O.C. GUARD RAIL & HAND RAIL SYSTEMS N.I.C. 1'-101/2" 8'-2" 5'-0" 4" 1'-0" 1'-0" 3'-0" 1'-4" 7'-1" 8" 20'-2" 1'-11/2" 13 TREADS @ 1'-0" = 13'-0" 6'-81/2" 1'-4 3/8" 2 1/2" 14 RISERS @ 6.54" = 7'-71/2" 13 RISERS @ 6.85" = 7'-5" 6" R 3'-0" WATERSTOP, TYP. EL. = -5'-7 1/2" T/ CONC. LANDING PAVER SUBSTRATE SYSTEM, N.I.C. MASONRY VENEER NIC GUARD RAIL AND HAND RAIL SYSTEMS N.I.C. EL. = -14'-9 7/8" T/ WALL FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. PAVER SYSTEM, N.I.C. TOP OF PAVER EL. = -13'-5 1/2" T/ SLAB 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 9/AA502 DASHED LINE REPRESENTS DOUBLE DEPTH STEP IN STAIR SLAB CAPPING WALL IN FORGROUND SEE SECTION 2/AA302 EL. = -13'-3" T/ STAIR SLAB @ LANDING EL. = 0'-0" T/ PLAZA SLAB 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. 19 R @ 6.775" = 10'-83/4" 2" 13'-63/4" 19 T @ 11.447" = 18'-11/2" 1/2" EXPANSION JOINT BID SETS A.100 A.300 A.400 4" CMU, IN THIS CONTRACT C.I.P. STAIRS, REF. STRUCTURAL CONC. WALL, REF. STRUCTURAL WATERSTOP, TYP. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERSTOP, TYP. PAVERS N.I.C. CONC. BEAM, REF. STRUCTURAL BRICK VENEER, N.I.C. WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/AA502 WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/ AA502 SCALE: 1/4" = 1'-0" 2 N/S BUILDING SECTION S AA304 0 2' 4' 8' 7 AA503 FOUNDATION DRAINAGE SYSTEM, REF. PLUMBING DWGS. WATERPROOFING, SEE SPEC. FOR ALTERNATE @ VERTICAL WALLS (INCLUDING EXTERIOR RETAINING WALLS) SEE DETAIL 9/AA502 CONC. FOOTING SYSTEM, REF. STRUCTURAL WATERSTOP, TYP. CONC. SLAB, REF. STRUCTURAL SEE 14/AA501, TYP. CONC. WALL REF. STRUCTURAL BID SETS A.100 A.300 A.400 2 AA302 - 20 21 24 24.1 24.7 25 25.3 25.4