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HomeMy WebLinkAboutAA546 PLAN DETAILS AREA C W19-2Project: 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 AA546 PLAN DETAILS AREA C W19-20 Bid Set 08.08.08 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 26 26 26 26 26 P.1 20 19.9 1'-6" 1'-5" 1'-9" 7 1/2" 3 5/8" 3 5/8" 1'-0 1/4" 1'-4 3/4" 3 5/8" 4" 3'-6 1/8" 1'-2 5/8" 3'-7 1/4" 1 AA359 STEEL COLUMN REFERENCE S- SERIES DRAWINGS GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING BACKER ROD & SEALANT SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA 4" EXPANSION JOINT LINE OF BULKHEAD ABOVE 3 5/8" METAL STUD @ 16" O.C. REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS 6" METAL STUD @ 16" O.C. 3" EIFS MTL. STUD WALL (N.I.C.) 5/8" GYP. BD. (N.I.C.) SIM. GRANITE BASE GRANITE BASE GRANITE BASE RETURN GRANITE BELOW EIFS TO CLOSE AIRSPACE P.1 3 5/8" 1'-0 1/4" 1'-4 3/4" 3 5/8" 1'-3 7/8" 2'-4 3/8" 3 5/8" 3/4" 2 5/8" 1'-1 1/4" 2'-11 1/2" 3'-7 1/4" 1'-11" 3 AA359 GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING LINE OF BULKHEAD ABOVE 3" EIFS ALUMINUM STOREFRONT 5/8" GYP. BD. (N.I.C.) MTL. STUD WALL (N.I.C.) 5/8" EXTERIOR SHEATHING LINE OF BULKHEAD ABOVE 6" MTL. STUDS @ 16" O.C. BACKER ROD & SEALANT GRANITE BASE GRANITE BASE GRANITE BASE RETURN GRANITE BELOW EIFS TO CLOSE AIRSPACE P.1 19.9 2'-11 3/4" 2'-4 5/8" 1'-0 1/4" 6 1/4" 2 5/8" 1'-1 1/4" 3'-7 1/8" 3'-10 1/2" 6 1/4" 1 AA359 GRANITE BASE BELOW 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA LINE OF BULKHEAD ABOVE 3" EIFS ALUMINUM STOREFRONT 5/8" GYP. BD. (N.I.C.) WEATHER BARRIER 3 5/8" MTL. STUD FRAMING BACKER ROD & SEALANT BACKER ROD & SEALANT GRANITE BASE GRANITE BASE RETURN GRANITE BELOW EIFS TO CLOSE AIRSPACE 20 19.9 P.1 J5 AA603 3'-2" 1'-5" 2'-0 3/8" 2'-0" 1'-1" 2'-1" 3" 6" 3" 1'-4 3/8" 1 AA359 STEEL COLUMN REFERENCE S- SERIES DRAWINGS 6" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA 4" EXPANSION JOINT LINE OF CORNICE ABOVE 3 5/8"" METAL STUD @ 16" O.C. EIFS 3" EIFS REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS TO MTL. STUD TO EIFS SIM. TO EIFS TO MTL. STUD P.1 19 J5 AA603 1'-9 1/4" 2'-9 3/4" 2'-4 7/8" 6 1/4" 1/4" 2'-4 1/2" 3" 2'-1" 1'-1" 6" 3" 1 AA359 TO MTL. STUD TO EIFS 6" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA LINE OF CORNICE ABOVE EIFS 3" EIFS P.1 20 19.9 3'-2" 1'-3" 1'-0 1/4" 1'-4 1/2" 1/4" 4 3/4" 3/4" 2 1/4" 5 1/2" PRE-FINISHED METAL WALL PANEL 3/4" FURRING CHANNELS SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA 6" METAL STUD @ 16" O.C., EXTEND UP FROM 4TH FLOOR TO CREATE PARAPET WALL, SEE EXTERIOR ELEVATIONS 5/8" EXTERIOR SHEATHING 4" EXPANSION JOINT 6" METAL STUD @ 16" O.C. 3/4" EIFS EIFS 3 5/8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING PRE-FINISHED METAL CAP OVER CURVED EIFS CORNICE BELOW PRE-FINISHED METAL CAP BELOW LINE OF EIFS BELOW BACKER ROD & SEALANT 19 P.1 1'-0 1/4" 1'-4 1/2" 2 1/4" 3/4" 1'-10 1/2" 1 AA359 SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA 3/4" EIFS LINE OF EIFS BELOW 3 5/8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING CURVED EIFS CORNICE BELOW PRE-FINISHED METAL CAP BELOW 3/4" EIFS CURVED EIFS CORNICE PRE-FINISHED METAL CAP OVER CURVED EIFS CORNICE BELOW PRE-FINISHED METAL WALL PANEL 3/4" FURRING CHANNELS 6" METAL STUD @ 16" O.C., EXTEND UP FROM 4TH FLOOR TO CREATE PARAPET WALL, SEE EXTERIOR ELEVATIONS 5/8" EXTERIOR SHEATHING BACKER ROD & SEALANT SEE ADJACENT FACADE DRAWINGS FOR DETAILS OF THIS AREA SCALE: 1" = 1'-0" 1 DETAIL FIRST FLOOR WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 2 DETAIL FIRST FLOOR WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 3 DETAIL FIRST FLOOR WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 4 DETAIL SECOND FLOOR WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 5 DETAIL SECOND FLOOR WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 6 ROOF FRAMING PLAN WEST AA546 0 0.5' 1' 2' SCALE: 1" = 1'-0" 7 ROOF FRAMING PLAN WEST AA546 0 0.5' 1' 2' 12.17.08 02.07.09 A300C.2, A305C BAB LGA, JAW