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HomeMy WebLinkAboutAA139 PARTIAL PLANS EAST AREA B 25-2625 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 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 AA139 PARTIAL PLANS EAST AREA B 25-26 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Q 26 25 5'-8" 7'-4 3/8" 7'-4 3/8" 9'-3" 4 1/4" 11 7/8" 8" 8'-1 1/2" 1'-5 3/4" 30'-0" 1'-7 7/8" 23'-6 5/8" 4'-9 1/2" 1 AA341 1 AA224 HEAD HT. = + 8'-3" ABOVE STRUC. SLAB HEAD HT. = + 8'-3" ABOVE STRUC. SLAB HEAD HT. = + 8'-3" ABOVE STRUC. SLAB S6Di VEFIS W52 DR11 W52 S6Di VEFIS 5 3 2 PORCH 9 5 TYP. BYPASS STUD WALL BASE AT +69'-9" (SIXTH FLR) T.O.W. @ +87'-2" 26 25 25.4 1'-3 1/2" 7'-2 1/2" 10'-3" 6'-5 1/4" 4'-9 3/4" 30'-0" 1'-5 3/4" 1'-9 5/8" 1'-10" 23'-4 1/4" 4'-9 3/4" 1 AA341 1 AA224 HEAD HT. = + 8'-3" ABOVE STRUC. SLAB HEAD HT. = + 8'-3" ABOVE STRUC. SLAB VEFIS S6Di DR10 DR10 3 3 6 6 7 7 5 5 5 S6Di VEFIS Q 26 25 25.4 30'-0" 8'-8 1/2" 9'-10" 6'-4 3/4" 5'-0 3/4" 1'-0 1/4" 1'-2" 1 AA341 1 AA224 HEAD HT. = + 7'-3" ABOVE STRUC. SLAB HEAD HT. = + 7'-3" ABOVE STRUC. SLAB DR04 DR04 S6Di VBRK2 S6Di VEFIS 3 4 3 2 6 6 8 8 Q 26 25 Q 26 25 - 30'-0" 27'-10" 4" 1 AA341 1 AA224 OPEN ROOF PORCH 6" CFS KICKERS @ 16" O.C. W/ 5/8" ROOF SHEATHING 6" CFS STUD PARAPET WALL ALIGN W/ CFS STUD WALL ON SEVENTH FLOOR 6" CFS KICKERS @ 16" O.C. W/ 5/8" ROOF SHEATHING @ SEVENTH FLOOR BELOW 6" CFS STUD PARAPET WALL ALIGN W/ CFS STUD WALL ON SEVENTH FLOOR (VERIFY) EIFS CORNICE & DENTALS COPING OF 7TH FLOOR PARAPET WALL 1 2 3 4 5 6 7 8 9 PLAN NOTES REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS. METAL RAILING SEE 1/AA705. SEE S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMBS. EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING. BRACKETS BELOW CORNICE SEE ELEVATIONS AND WALL SECTIONS MASONRY CONTROL JOINT. METAL DOWNSPOUT METAL CONDUCTOR BOX ABOVE FOR DOWNSPOUT SEE ELEVATIONS AND WALL SECTIONS DOWNSPOUT ELBOW AT BOTTOM OF DOWNSPOUT ON SECOND FLOOR ONLY FLOOR DRAIN SEE 11/AA431 SCALE: 1/4" = 1'-0" 6 SEVENTH FLOOR AA139 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SIXTH FLOOR AA139 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 SECOND THRU FIFTH FLOORS AA139 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 EIGHTH FLOOR AA139 0 2' 4' 8' SCALE: 1:48.04 8 EAST 25-26 PERSPECTIVE 1 AA139 DENOTES CFS BYPASS WALLS LEGEND DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. 10.24.08 BAB BAB, JAW 02.07.09 A.300, A.305B, A.310B