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HomeMy WebLinkAboutAA519 TRUSS PROFILES C3 & C4Project: 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 AA519 TRUSS PROFILES C3 & C4 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Friday, May 1, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A200 Pop Up sheets.pln 16" EL.: 106'-7 1/4" (106'-7 1/4") 3' 8" MIN. ABOVE ROOF 8" MIN. HIGH ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 3" E.I.F.S. RAISED BAND 4" DOWNSPOUT (PREFINISHED) SPLASH BLOCK 8" MIN. ABOVE ROOF 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 8" ALUM. CLAD GUTTER BOARD PRE-FINISHED (PREFINISHED) METAL LOUVER 1" METAL WALL PANEL 1" METAL WALL PANEL T/STAIR AND MECHCANICAL ROOM SLAB O.C. EL.: 97'-7" (97'-7") 16" 8' EL.: 106'-7" (106'-7") 8" MIN. ABOVE ROOF SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 4" DOWNSPOUT (PREFINISHED) 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 1' METAL WALL PANEL 1 1/2" EIFS PRE-FINISHED METAL LOUVER O.C. 21 20 19.9 21 20 19.9 Q Q.2 Q.5 R R.1 EL.: =96'-9 1/2" 15'-3" 2 AA418 COLD ROLLED STEEL TRUSS RAFTER TAILS INCLUDED W/ TRUSS DESIGN T/Beam T/Beam T/Slab "PROFILE" C3 12 8 EL.: = 96'-9 1/2" EL.: = 113'-2 5/8" 11'-1/2" 3" 10'-3 1/2" 6" 7 AA519 2 AA422 1 AA418 COLD ROLLED STEEL TRUSS T/Heel T/Beam 12 16 1/2 12 2 T/Beam "PROFILE" C4 PROVIDE 3-5/8" STUDS @ 16"O.C. INFILL @ END TRUSSES. 2 AA418 8 AA519 1 AA422 Cold Rolled Steel Truss Cricket Overbuild (Stick Built) "PROFILE" C4 "PROFILE" C3 EL=96'-9 1/2" EL=97'-3" EL=108'-3" 6 5/16" 4" 2 1 AA422 AA418 4 AA519 Cold Rolled Steel Truss RAFTER TAILS INCLUDED W/ TRUSS DESIGN T/Beam T/Beam T/Slab "PROFILE" C3 12 8 S6Di S3.5A 5' by 3'-1 1/2" L62 3' by 4'-6" S6Ci L17 5' by 7'-10" L17 MA-3R S6Di S6Di S6Di L18 20'-6" by 7'-10" L18 MA-3Ra S6Di L16 6' by 3' L16 S6Di SA5-R VEFIS W47 3' by 4'-6" W47 L60 3' by 4'-6" S6C 10 AA133 4 AA519 3 AA519 7 AA519 8 AA519 1 AA338 3 AA337 2 AA337 3 AA519 3 AA519 C3 & C4 5 AA519 S6Di S6Ci SEE SA SERIES DRAWINGS FOR EOS AND EOD DIMENSIONS 8'-2" 21'-10" 6 1/8" 3'-4 1/2" 5 3/4" 6" 6" 6 1/4" 3'-3" 2'-6 1/2" 5'-7 1/2" 2'-6 1/2" 16'-1/2" 6" 30' 6" 15'-3 1/4" Q Q.2 Q.5 R R.1 21 20 21 S6Di 4 AA519 3 AA519 7 AA519 8 AA519 1 AA338 3 AA337 2 AA337 6" 10'-3 1/8" 9" 1' 15'-3" 1' 9" 20' 1'-4 7/16" 8" 1'-6" 18'-10 7/8" 10" 10'-3 1/8" 1' R Q.5 R Q.5 Q.2 Q 21 20 19.9 29 29 29 29 29 SCALE: 1/4" = 1'-0" 6 North Elevation SA5 & MA3 Roof AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 West Elevation SA5 & MA3 Roof AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 Section MA3 Roof E/W AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 8 Section SA5 Roof N/S AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 Section SA5 Roof E/W AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 Section MA3 Roof N/S AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 SA5 Enlarged Plan (Eighth Floor) AA519 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SA5 Roof Plan AA519 0 2' 4' 8' 4.27.07 EXTERIOR WALL DIMENSIONS FROM AA400 SHAFT PLANS WERE TRANSFERRED TO THIS SHEET Bid Set A.200, A.300, A.310 rjp, djs, jdr bab, jaw 02.07.09