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HomeMy WebLinkAboutAA320 WALL SECTION N_S R-R.6Project: 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 AA320 WALL SECTION N/S R-R.6 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 21 22 BID SET A.310 B ISSUE, 10/24/08 BID SET A.220 C ISSUE, (various sheets revised) 09/19/08 BID SET A.200 PR.002 10/14/08 A.310.ASI.002 10/29/08 BID SET A.300 ADD.003 & A.400 ADD.001 11/07/08 MASONRY BID RELATED E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN Monday, November 10, 2008; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.300:A.300 CDS:Area C:A.300C-Plans.pln 22 22 22 22 22 16.1 8 AA539 4" 1'-21/2" WALL SUPPORT, REFERENCE S-SERIES DRAWINGS LIMESTONE VENEER GRANITE OR DOMOLITIC LIMESTONE BASE REFERENCE ADDITIONAL WALL SECTIONS FOR COMPOSITE SLAB, REFER CONTINUATION OF WALL. TO STRUCTURAL SOUND ISOLATION SLAB, NIC STL. BEAM, REFERENCE S-SERIES DRAWINGS 8" CMU WALL VENEER CONTINUED FROM FACADE WEST OF COLUMN LINE 16.1. C.I.P. CONCRETE COLUMN, REFER TO STRUCTURAL BRICK VENEER 8" CFS STUD WALL 16.1 10 AA539 1 AA533 6 AA320 1'-01/4" 1'-01/4" T/ TILE EL.: +2'-3" 3/4" EIFS VENEER COMPOSITE SLAB, REFERENCE S-SERIES DRAWINGS BRICK PAVING STANDING SEAM METAL ROOF ROOF SLAB, REFERENCE S-SERIES DRAWINGS CURTAIN WALL SYSTEM WINDOW STL. BEAM, REFERENCE S-SERIES DRAWINGS EIFS VENEER SLOPED METAL ROOF CLADDING OVER EIFS SPRAY-APPLIED FIRE RESISTIVE MATERIAL STL. BEAM, REFERENCE S-SERIES DRAWINGS INFILL 6" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. 6" STEEL CHANNEL WALL FRAMING AND RELATED KICKERS, REFERENCE S- SERIES DRAWINGS. 1-1/2" EIFS VENEER EXTERIOR PAVERS INTERIOR TILE T / WATERTABLE B / WATERTABLE T / ROUGH OPENING T / CORNICE T/ STEEL EXTERIOR LATHE PASTER CEILING, ROUGH FINISH. BULKHEAD: 6" CFS FRAMING WITH EXTERIOR SHEATHING. FINE EXTERIOR PASTER FINISH. T/ EXIST. SLAB B / BULKHEAD EL: = -12'-11 1/2" EL: = -10'-8" EL: = -2'-6" EL: = +1'-11 1/2" EL: = +15'-0" +20'-9 3/4" +21'-10 1/2" 16.1 6 AA539 10 AA539 13 AA539 6 AA320 1'-01/4" 4" 1'-01/4" 3/4" EIFS VENEER LIMESTONE COPING STONE VENEER BALLISTRADE, NIC EIFS VENEER SLOPED METAL ROOF CLADDING OVER EIFS 8" CMU, REFERENCE S- SERIES DRAWINGS FOR GENERAL BOND BEAM HEIGHT REQUIREMENTS. SPRAY-APPLIED FIRE RESISTIVE MATERIAL 8" CMU, REFERENCE S- SERIES DRRAWINGS FOR REINFORCING AND BOND BEAM LAYOUT. ALUMINUM CLAD WOOD SILL STL. BEAM, REFERENCE S-SERIES DRAWINGS INFILL 6" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. 6" STEEL CHANNEL WALL FRAMING AND RELATED KICKERS, REFERENCE S- SERIES DRAWINGS. 1-1/2" EIFS VENEER T / WATERTABLE B / WATERTABLE T / ROUGH OPENING T / CORNICE T/ STEEL T / CMU T / CMU SOUTH WALL SECTION T / SLAB 3" LIMESTONE VENEER EL: = -12'-11 1/2" EL: = -10'-8" EL: = +1'-11 1/2" EL: = +6'-0" EL: = +9'-0" EL: = +15'-0" +20'-9 3/4" +21'-10 1/2" R.6 2 AA532 7 AA320 8 AA320 1'-8" 3/4" EIFS VENEER PRE-FINISHED ORNAMENTAL METAL BRACKET LIMESTONE VENEER, BEYOND STANDING SEAM METAL ROOF EIFS CORNICE CURTAIN WALL SYSTEM SYSTEM STL. BEAMS, REFERENCE S-SERIES DRAWINGS STANDING SEAM METAL ROOF ROLLED CHANNEL STEEL PLATE SPRAY-APPLIED FIRE RESISTIVE MATERIAL STL. BEAM, REFERENCE S-SERIES DRAWINGS 8" STEEL CHANNEL WALL FRAMING AND RELATED KICKERS, REFERENCE S-SERIES DRAWINGS. INFILL 8" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. 1 1/2" EIFS VENEER 1-1/2" EIFS VENEER SIM. ALUMINUM CLAD WOOD SILL TYP. INFILL 8" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. T / WATERTABLE B / WATERTABLE T / ROUGH OPENING T/ STEEL T / CORNICE SILL ROUGH OPENING EL: = -12'-11 1/2" EL: = -10'-8" EL: = +3'-9 1/2" EL: = +15'-0" EL: = +20'-9 3/4" EL: = +21'-10 1/2" 8 AA703 10 AA539 7 AA703 11/2" 61/4" 6" 5/8" 11/2" 95/8" 1'-01/4" 2" 5/8" EXTERIOR SHEATHING INFILL 6" CFS STUDS @ 16" O.C. STEEL CHANNELS @ 48" O.C., REFERENCE S-SERIES DRAWINGS 3/4" EIFS VENEER 5/8" EXTERIOR SHEATHING SLOPED METAL CLADDING TO MATCH ADJACENT ROOF PROVIDE SUBSTRATE EMBEDED IN EIFS PROFILE FOR METAL ROOF CLADDING EIFS VENEER STL. BEAM, REFERENCE S-SERIES DRAWINGS 1-1/2" EIFS VENEER T / ROUGH OPENING T / CORNICE T/ STEEL EL: = +15.00' EL: = +20.81' EL: = +21.87' R.6 7 AA533 8 AA703 7 AA703 10 AA539 11/2" 111/2" 2" 3/4" EIFS VENEER 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING SLOPED METAL CLADDING TO MATCH ADJACENT ROOF PROVIDE SUBSTRATE EMBEDED IN EIFS PROFILE FOR METAL ROOF CLADDING T / ROUGH OPENING T/ STEEL B / ARCHITRAVE BEYOND EL: = +15'-0" EL: = +19'-2 3/4" EL: = +21'-10 1/2" 16.1 2 AA532 7 AA320 6 AA320 3/4" EIFS VENEER STL. BEAM, REFERENCE S-SERIES DRAWINGS CURTAIN WALL SYSTEM WINDOW INFILL 6" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. 6" STEEL CHANNEL WALL FRAMING AND RELATED KICKERS, REFERENCE S- SERIES DRAWINGS. SIM. SLOPED METAL ROOF CLADDING OVER EIFS 1-1/2" EIFS VENEER ALUMINUM CLAD WOOD SILL TYP. STL. BEAMS, REFERENCE S-SERIES DRAWINGS STANDING SEAM METAL ROOF ROLLED CHANNEL STEEL PLATE 1 1/2" EIFS VENEER INFILL 8" CFS STUD FRAMING BETWEEN STL CHANNEL FRAMING. T / ROUGH OPENING T / CORNICE T/ STEEL B / ROUGH OPENING EL: = +3'-9 1/2" EL: = +15'-0" EL: = +20'-9 3/4" EL: = +21'-10 1/2" 2 AA533 1'-0" 21/2" 3" CONNECTION TO BEAM, REFERENCE S-SERIES DRAWINGS STEEL CHANNELS @ 48" O.C., REFERENCE S-SERIES DRAWINGS 8" CFS STUDS @ 16" O.C. (INFILL) STANDING SEAM ROOF FLASHING OVER STANDING SEAM ROOF FULL DEPTH SILL PAN FLASHING WITH BACK DAM AND END DAM SEALANT BETWEEN FLASHING AND SILL DAM ALUMINUM CLAD WOOD SILL 5/8" EXTERIOR SHEATHING PRE-FINISHED ALUMINUM FLASHING SCALE: 3/8" = 1'-0" 1 SOUTH WALL SECTION AA320 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 SOUTH WALL SECTION AA320 0 2' 4' 6' SCALE: 3/8" = 1'-0" 3 SOUTH WALL SECTION AA320 0 2' 4' 6' SCALE: 3/8" = 1'-0" 5 EAST WALL SECTION AA320 0 2' 4' 6' SCALE: 1" = 1'-0" 6 DETAIL AA320 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 DETAIL AA320 0 6'' 1' 2' SCALE: 3/8" = 1'-0" 4 LL SOUTH WALL SECTION AA320 0 2' 4' 6' SCALE: 1" = 1'-0" 7 DETAIL AA320 0 6'' 1' 2' 06/27/08 A300C.1 11/07/08 jaw jrs