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HomeMy WebLinkAboutAA121 PARTIAL PLANS WEST AREA C 20-21Project: 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 AA121 PARTIAL PLANS WEST AREA C 20-21 Bid Set 09.08.08 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 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 22 22 21 P.1 P.1 20 20 Q 3'-4 1/8" 1'-4 3/4" 5'-10 1/4" 1'-2 3/4" 5'-10 1/4" 1'-2 3/4" 5'-10 1/4" 1'-2 3/4" 5'-10 1/4" 1'-4 3/4" 4'-0 7/8" 6 5/8" 37'-3 5/8" 1'-0 1/4" 2'-0" 3'-0 1/8" 1'-3 1/2" 1'-10 5/8" 1 1/4" 3'-0 1/8" 1'-4 3/4" 3'-11 1/2" 1'-2 3/4" 4'-10 3/4" 1'-2 3/4" 4'-10 3/4" 1'-2 3/4" 3'-11 1/2" 1'-4 3/4" 3'-5 1/4" 4 1/2" 1'-0 1/4" 1'-3 1/2" 2'-2 5/8" 6 1/4" 7 1/4" 30'-7 3/4" EQ. 11 1/4" EQ. 4 AA356 3 AA356 1 AA357 2 AA356 1 AA356 1 AA545 1 AA545 1 AA234 2 AA234 S6A S6A S6A VEIFS VEIFS VEIFS S3.5A S6A S6A 12 14 13 10 12 13 VEFIS VEFIS S3.5A VEFIS VEFIS S3.5A VEFIS S3.5A VEFIS VEFIS VEFIS VBRK2 VBRK2 VBRK2 14 14 14 13 13 13 14 10 14 13 14 13 14 12 VEIFS 1 15 15 23 END WALLS END WALLS 23 SIM. SIM. TYP. TYP. TYP. 21 P.1 P.1 20 20 P.5 Q 4 AA356 3 AA356 1 AA357 2 AA356 1 AA356 1 AA545 1 AA545 1 AA234 2 AA234 16 15 16 16 16 16 SLOPED ROOF SLOPED ROOF SIM. MEMBRANE ROOFING SIM. 1 2 3 5 6 7 8 4 9 10 12 13 14 15 16 17 18 19 20 21 11 22 23 REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. MASONRY CONTROL JOINT STONE BASE BELOW EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING MTL. RAILINGS, REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. BUILDING EXPANSION JOINT PREFINISHED MTL. DOWNSPOUT PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT CFS RAFTERS @ 16" ON CENTER TOP OF WALL IS 8'-6" ABOVE THE EIGHTH FLOOR LINE TOP OF WALL IS 6'-0" ABOVE THE EIGHTH FLOOR LINE TOP OF WALL IS 5'-4 1/2" ABOVE THE EIGHTH FLOOR LINE CORNICE BELOW PREFINSIHED METAL COPING METAL RAILING SEE 1/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS METAL RAILINGS SEE 3/AA705 AND S-SERIES DWGS FOR ATTACHENT REQUIREMENTS @ JAMBS REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS PLAZA EXPANSION JOINT, N.I.C. SEE 22/A545 FOR PROFILE OF STONE TRIM IN PLAN VIEW DRAWING LIMITS TO THIS LINE PROVIDE RETURN IN STONE BASE BELOW AT STOREFRONT JAMB EIFS BALLUSTRADE. SEE SHEET AA544 SCALE: 1/4" = 1'-0" 1 EIGHTH FLOOR AA121 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 ROOF AA121 0 2' 4' 8' 09.08.08 A300C.2 02.07.09 EJD LGA