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AA516 TRUSS PROFILES B7 & C5
Project: 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 AA516 TRUSS PROFILES B7 & C5 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 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 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Monday, February 9, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A200 Pop Up sheets.pln 12" 12" 23.6 EL.=VARIES 5'-6 7/8" 11'-7 1/8" 1'-0" 1'-0" 109'-8" 119'-10 1/8" 10'-2 1/8" 6" 1'-6 1/8" ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam PROFILE B7 COLD ROLLED STEEL TRUSS T/ OF CFS TRUSS TRUSSES RUNNING PERPENDICULAR 12" 12" N.1 N.5 El.= Varies 17'-4" 109'-8" 1'-0" 1'-0" 119'-10 1/8" 10'-2 1/8" 1'-6 1/8" 6" ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam T/Beam T/Beam PROFILE B7 COLD ROLLED STEEL TRUSS T/ OF CFS TRUSS TRUSSES RUNNING PERPENDICULAR 3 AA516 1 AA516 26 N.1 N.5 24 23.6 1'-0" 17'-4" 1'-0" 1'-0" 17'-2" 1'-0" 2'-4" 1 AA516 3 AA516 STEEL TUBE COLUMNS AND BEAMS, REF TO S- SERIES DWGS Roof Deck Open To Below EDGE OF ROOF DECK AND TRUSS PROFILE NOTE: 2'-0" O.C. TRUSS FRAMING TYPICAL, SEE S-SERIES DWGS FOR ADDITIONAL DETAILS IN THIS AREA N.1 N.5 24 23.6 17'-2" 2'-4" 17'-4" 1 AA516 3 AA516 8 AA516 7 AA516 6 AA516 5 AA516 Roof Deck Open To Below TUBE COLUMN, REF TO S-SERIES DWGS 6" CFS STUD WALL W/ EXTERIOR SHEATHING ROOF ABOVE NOTE: 2'-0" O.C. TRUSS FRAMING TYPICAL, SEE S-SERIES DWGS FOR ADDITIONAL DETAILS IN THIS AREA 23.6 N.1 N.5 N.5 N.1 23.6 P.1 2" 6'-11/2" 8 7/8" 4'-5 1/4" 10" 3'-3 7/8" 6" 11 1/4" 6'-0" 1'-11 7/8" +56'-0" +62'-3 1/2" +56'-2" FIFTH FLOOR FIFTH FLOOR T/STEEL BEAM HEEL HEIGHT REF. S-SERIES DWGS FOR BEARING CONDITIONS AT ROOF DECK PROFILE C5 12 16 19 P.1 18 4'-63/4" 4'-63/4" 3'-11" 3'-11" OUTSIDE FACE OF MASONRY BELOW LIMESTONE PARAPET CAP OUTSIDE FACE OF MASONRY BELOW SLOPE ROOF SLOPE ROOF 10" TRUSS SPACING 2'-0" OC TYPICAL =29'-4" 2" 15 AA516 19 18 +56.00' 5 Fifth Floor CFS TRUSSES, TYPICAL SPACING SCALE: 1/4" = 1'-0" 1 SECTION PROFILE B7 - N/S AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SECTION PROFILE B7 - E/W AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 Enlarged Roof Plan AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 Enlarged Plan (Eighth Floor) AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 8 West Elevation AA516 SCALE: 1/4" = 1'-0" 0 2' 4' 8' 5 South Elevation AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 North Elevation AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 East Elevation AA516 0 2' 4' 8' SCALE: 1" = 1'-0" 15 SECTION PROFILE C5 AA516 0 6'' 1' 2' SCALE: 1/4" = 1'-0" 16 ROOF PLAN WEST AA516 0 2' 4' 8' SCALE: 1/4" = 1'-0" 17 ELEVATION AA516 0 2' 4' 8' 4.27.07 Bid Set A.200, A.300, A.310 REVISIONS: • ADDED WALL MATERIALS AND ROOF ACCESSORIES. • ADDED REFERENCE TO ONE HOUR ROOF ASSEMBLY ON 4/AA704. rjp, djs, jdr bab, jaw 02.07.09