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HomeMy WebLinkAboutAA520 TRUSS PROFILES B13.1 & 2Project: 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 AA520 TRUSS PROFILES B13.1 & 2 Bid Set 12.18.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 25 26 27 28 29 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE BID SET A.300, 02/27/09 MASONRY AND EIFS UPDATE 2 A.300.ASI.004, 03/08/09 CCC.A.ASI.1, 5.20.09 RFI UPDATES, PUBLIC WAYS, ROOF UPDATES SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Wednesday, May 20, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A200 Pop Up sheets.pln 26 26.3 26.4 26.5 P.5 Q 29 12" 20" 3'-1 3/8" 4" 26'-2 5/8" 4" 13'-5 5/16" 13'-5 5/16" 11 11/16" 26'-10 5/8" EL: 106'-7" COLD ROLLED STEEL TRUSS OVERBUILD DORMER ROOF, TYPICAL ONE FOR STEEL BRIDGING REQUIRED FOR SPIRE CONNECTION, BY TRUSS SUPPLIER. CONNECTING ROD, BY SPIRE SUPPLIER ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam PROFILE B13.2 3 AA520 1 AA520 Dotted line indicates steel plate collar @ base of column (via eml from Jenell 01.29.08) REFERENCE S-SERIES DRAIWNGS FOR PROPOSED TRUSS LAYOUT 12" 20" El.= 96'-8 3/4" El.= 106'-7" El.= 124'-9 1/4" 4" 23'-1 1/8" 4" 23'-9 1/8" 11'-10 9/16" 11'-10 9/16" 11 11/16" 18'-2 1/4" 4 1/8" 11'-11 13/16" 6'-4 3/4" 5'-6" 1'-6 5/8" 1'-6 5/8" 3'-1 1/4" COLD ROLLED STEEL TRUSS OVERBUILD DORMER ROOF, TYPICAL ONE FOR STEEL BRIDGING REQUIRED FOR SPIRE CONNECTION, BY TRUSS SUPPLIER. CONNECTING ROD, BY SPIRE SUPPLIER ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam PROFILE B13.1 T/Truss 27 26 26.4 26.5 26.9 26.3 P.5 Q Q P.5 101'-5" 106'-11" 8'-0" 2'-6" L12 L10 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 3/4" E.I.F.S. 6" ALUM. GUTTER (PREFINISHED) 6" DOWNSPOUT (PREFINISHED) PREFINISHED LOUVER 8" MIN. ABOVE ROOF 3/4" E.I.F.S. 4" E.I.F.S. BAND 4" E.I.F.S. BAND E.I.F.S. TRIM 24 23.6 23 1'-4" 106'-11" 8' 8" MIN. ABOVE ROOF 4" DOWNSPOUT (PREFINISHED) ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 1" METAL WALL PANEL 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) PREFINISHED LOUVER O. C. L13 P.5 1'-4" 1'-4" 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 6" ALUM. GUTTER (PREFINISHED) 6" DOWNSPOUT (PREFINISHED) 8" MIN. ABOVE ROOF 3/4" E.I.F.S. 4" E.I.F.S. BAND 4" E.I.F.S. BAND E.I.F.S. TRIM METAL PANEL (PREFINISHED) O.C. O.C. 8" MIN. ABOVE ROOF 23 23.1 1'-4" 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) METAL PANEL (PREFINISHED) 8" MIN. ABOVE ROOF O.C. 23.1 1'-4" 8" ALUM. CLAD TRIM BOARD (PREFINISHED) METAL PANEL (PREFINISHED) 6" ALUM. GUTTER (PREFINISHED) 6" DOWNSPOUT (PREFINISHED) 8" MIN. ABOVE ROOF 3/4" E.I.F.S. 4" E.I.F.S. BAND 4" E.I.F.S. BAND E.I.F.S. TRIM O.C. SCALE: 1/8" = 1'-0" 4 East Tower Elevation AA520 0 4' 8' 16' SCALE: 1/8" = 1'-0" 6 South Tower Elevation AA520 0 4' 8' 16' SCALE: 1/8" = 1'-0" 5 North Tower Elevation AA520 0 4' 8' 16' SCALE: 1/8" = 1'-0" 7 West Tower Elevation AA520 0 4' 8' 16' SCALE: 1/4" = 1'-0" 3 Tower Section N/S AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 Tower Plan (Eighth Floor) AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 Tower Section E/W AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 8 North Elevation P-Q-24 AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 9 West Elevation P-23-24 AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 10 South Elevation P-Q-23 AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 11 East Elevation P.5-23-23.6 AA520 0 2' 4' 8' SCALE: 1/4" = 1'-0" 12 Fifth Floor PLan AA520 0 2' 4' 8' 4.27.07 bab, rjp, cdb jaw Bid Set A.200, A.300, A.310 05.20.09 4" E.I.F.S. BAND NEW DRAWINGS